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HomeMy WebLinkAbout1364 PHINNEY'S LANE - BAXTER NYE Pal ENGINEERING & f� ® SURVEYING „ Registered Professional Engineers 364 ® ® and Land Surveyors rL�' p Z 78 North Street — 3rd Floor Hyannis, Massachusetts 02601 U ISO Phone — (508) 771-7502 9 . Fax — (508) 771—7622 www.boxter—nye.com STAMP STAMP T Sq Issued for : Site Plan Review - September 23, 201 Prepared For • '�' ✓��,. ,U r e ' EDDY NO.43163 • • owner A licant: Fs G/STF- / pp Engineer/Surveyor. S,ONAI �� Job Number: 2015-114 ` Hotwater II Realty Trust BAXTER NYE ENGINEERING & SURVEYING C O N S U L T A N James B. Goodwin, Tr. Registered Professional P.O. Box 977 ]Engineers and Land Surveyors Index Hyannis, MA 02601 y 78 North Street - 3rd Floor, Hyannis, MA 02601 CONSULTANT No. DrawingTitle Phone: (508) 771-7502 Fax: (508) 771-7622 ATTN : Matthew Eddy C0.0 Cover Sheet PREPARED FOR : CLO Legend and General Notes C2.0 Master ExistingConditions Plan Hotwater If Realty Trust James B. Goodwin, Tr. C2,1 Existing Conditions Plan 830 West Main Street C2.2 Existing Conditions Plan Hyannis, MA 02601 C3.0 Master Layout Plan C3.1 Layout and Dimension Plan C4.0 Grading and Drainage Plan C5.0 Utility Plan C6.0 Detail Sheet C6.1 Detail Sheet C6.2 Detail Sheet o - ^ C6.3 Cultec Recharger U) a) 330XLHD Details Plan o C6.4 Cultec StormFilter 330 M � Q � Q) Details Plan 0 c w U •N W L1, +) Ri �- E t t ? ` _ MCU ary a 0"' L0, 6us S/ I}'a rfaUAh ::f . Land t' et,al C'I^,_!. .,,.-, ..--„— ,.. _:.. € ,_.,� •' i: _ `#' ':,` Cn I r , f.y { / J. is a x" " •><.i' 's :. �, ndlYorth. ;if a .. „ l € _. .. - .., r;' x^�' u s� ;: � .e m !"•.- :,z , � .,•,e,.-,.o � Ffdthawa +. , U �<~^� .-»._ �., � - Ry.,: .,- , .,,..y} w,..^," .?�.i k ,,A ..d .:. r ., .., Y.:.. ,t c._. :y ."-:-- ,� -I e:r.., _ m..'•m.^., .:» ...Rµ: + ,�.,w ,�!: } -. 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C ,* \ J .�ld •x• za ..� 1�'�'+ :. �[J(t' �:,:L... � -Ss r (f.:, -.,*, i ti, x�.. 3., i.:1F' -'�.• !.� � d� e.R�/ - r p fr , ^. „ n.} 'd•... .. �,J IT' - _ , � C.. +.i. .i-{`-&. . ..'� '.'" i L iF. ��.i �Y. ��{ �'( LOCUS MAP Scale: 1"= 1®00'� Locus Ma Scale 1 " = 500'± SHEET N O ,, coca D A T E : OCTOBER 25, 2016 4 const uction 4 SCALE : NO SCALE DRAWN/DESIGN BY: JKL CHECKED BY: MWE PERMIT REVIEW ONLY-NOT FOR CONSTRUCTION JOB N O: 2015-114 C A D D F I L E: 2015-114 LG.DWG 4 ABBREMAMNs GENERAL CONSTRUCTION NOTES BAXTER NYE LEGEND * (ALL REFERENCES TO "CONTRACTOR" SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 25. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED 7 EXIIET PROP EXOT PROP SLOPES ON WALKWAYS SHALL BE LESS THAN 5� ' AND ALL CROSS SLOPES <2% ENGINEERING & ABAN ABANDON 1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH MASSDOT HIGHWAY DIVISION, THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN L=50.00 L�� --- PROPERTY LINE DRAINAGE LINE ADJ ADJUST STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MASSDOT-SSHB), AS CURRENTLY ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, APPROX APPROXIMATE z C AMENDED, UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE AMERICANS WITH DISABILITIES ACT & COMMONWEALTH OF MASSACHUSETTS, PROJECT LIMIT LINE OD- OVERFLOW DRAIN SPECIFICATIONS OR PROJECT DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. ARCHITECTURAL ACCESS BOARD. SURVEYING -s"RD - RD - ROOF DRAIN BB BITUMINOUS BERM --- RIGHT-OF-WAY/PROPERTY LINE ALL WORK UNDER THESE DOCUMENTS SHALL ALSO CONFORM TO ALL CODES AND STANDARDS, 26. FINAL LAYOUT AND STAKING OF ALL PROPOSED FEATURES AND GRADING SHALL BE S - S - SEWER LINE BC BITUMINOUS CURB AS CURRENTLY AMENDED, WHICH ARE APPLICABLE TO THIS PROJECT.- ALL WORK SHALL REVIEWED IN THE FIELD AND APPROVED BY THE OWNERS REPRESENTATIVE PRIOR TO r EASEMENT Registered PrOfeSSIOCIaI Engineers BOC BOTTOM OF CURB FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR - BUILDING SETBACK - oHN�- - OHw--- OVERHEAD ELECTRIC, TELEPHONE & FlRE ALARM INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL ' and Land Surveyors - BOS BOTTOM OF SLOPE - W - W - WATER LINE DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL_AGENCY WHICH STATE HIGHWAY BASELINEBOW BOTTOM OF WALL JURISDICTION, SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. 10+00 10+00 FP- FP- FIRE PROTECTION LINE ANALYSIS OF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY T - 78 North Street - 3rd Floor -o o BASELINE CC CONCRETE CURB AP L LABILITY 0 THE PROJECT FOR SECURING ALL APPROVALS AND PERMITS. 27. ALL ELECTRICAL (BOTH PRIMARY AND SECONDARY), TELEPHONE, DATA/COM AND Hyannis, Massachusetts 02601 ------- CONSTRUCTION LAYOUT c - G - GAS LINE CCB CAPE COD BERM FIRE DEPARTMENT CONDUITS AND APPURTENANT FEATURES REQUIRED BY THE UTILITY- E - - E - GI ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR APPLICABLE U L COMPANY ARE TO BE INSTALLED BY THE ELECTRICAL ■� ■� ZONING LINE _ OR UNDERGROUND ELECTRIC, DATA/COMMUNICATIONS LINES CSE COBBLESTONE EDGING CONTRACTOR. TRENCHING, BACKFILLING, CONCRETE WORK, MANHOLE AND RELATED Phone - (508) 771-7502 -e/oc - e/x IN ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR � L ECB EROSION CONTROL BLANKET STRUCTURES AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL TOWN LINE NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. FOX - (508) 771-7622 T T - UNDERGROUND DATA & COMMUNICATION LINES CONTRACTOR/SITE CONTRACTOR. ALL ASSOCIATED COSTS FOR COMPLETE EXECUTION ; --- STATE LINE ELEVATION OF THIS WORK SHALL B I www.baxter-nye.com r FA- FA- FIRE ALARM EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, E INCLUDED IN THE CONTRACTORS PRICING. EXIST EXISTING APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF -F&P -F&P' FIRE &POLICE CABLE E0. EQUAL BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY 28. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL ------- ------- GRAVEL ROAD REFERENCE. ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALL S T A M �-=- S T A M P EOP EOP cATv- cATV- CABLE N FDN FOUNDATION OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND OTHER UTILITIES TO '��`jHOFMt�s ` - - - - EDGE OF PAVEMENT FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. BC BC SCB CB FF FINISHED FLOOR ELEVATION O MATTHEW BITUMINOUS CURB ®RCB ® CATCH BASIN (SQUARE OR ROUND CATCH BASIN) 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, cce cc6 GB GRADE BREAK I W 29. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES APE COD BERM DCB DOUBLE CATCH BASIN TO HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION EDDY C GC GRANITE CURB MATERIALS, INCLUDING CUT & FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED NJOT OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A PCC PC �- DRAIN INLET MODIFIED LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS No. 43183 , PRECAST CONC. CURB GE GRANITE EDGING ON INFORMATION CONTAINED WITHIN THESE.PLANS. a � DI STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL �oc��FGt ERA vcC VERT. GRAN. CURB O ® DMH DRAIN MANHOLE HC HANDICAP 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK THE HAVE A MINIMUM DEPTH OF 6" AND SHALL BE .PLACED FLUSH WITH THE TOP F Fs GIST_ G� 0 ADJACENT s/oNAL �� I SGC S =TD= =To= TRENCH DRAIN HP HIGH POINT LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT CURB, EDGING, BERM, OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SLOPED GRAN. CURB DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 -- LIMIT OF CURB TYPE PLUG/STUB LA LANDSCAPE AREA RESOLUTION OF THE CONFLICT. SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLEX OR I ----- SAWCUT FES► FES► FLARED END SECTION 4. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY EQUAL. MATCHLM MAX MAXIMUM COMPANIES FOR OBTAINING CONSTRUCTION PERMITS AND PERFORMING ALL NEW CONSTRUCTION, 30. THE CONTRACTOR SHALL WATER MOW FERTILIZE CONSULTAIN T ��- MATCHLINE U �/ HEADWALL OR OTHERWISE MAINTAIN ALL SODDED SM9 �OF:80 MIN MINIMUM RELOCATION, ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY POLES), AND SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED ® ® CONTROL STRUCTURE TELEPHONE, CABLE, FIRE ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. MCC MONOLITHIC CONCRETE CURB SWL SY& UTILITIES, BOTH PUBLIC AND PRIVATE, AS REQUIRED. SOLID WHITE LINE S MHB/EP LP MASS HIGHWAY BOUND/ ESCUTCHEON PIN LEAD PLUG 5. THE LOCATION OF EXISTING sn sYL O Os SMH SEWER MANHOLE UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, SOLID YELLOW LINE NIC NOT IN CONTRACT 31. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING` CONSTRUCTION CONDUITS, AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY Bxn - ewL - © © GREASE TRAP THOSE SHOWN HEREIN, AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE C O IN S U L T A IN T BROKEN WHITE LINE NTS NOT To SCALE BY A PLS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. BYE BYL ENGINEER, OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT - - BROKEN YELLOW LINE PCC PRECAST CONCRETE CURE MONUMENTS INCLUDE,` BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, LINES, I SWCHL - SWCHL O ® WATER MANHOLE PROP PROPOSED AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS AND SOLID WHITE CHANNELIZING LINE E S BEFORE THE START OF ANY WORK. THE STONE WALLS sYCH� sYCHL Pww PAVED WATER WAY CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT WITH DRILL HOLES. SOLID YELLOW CHANNELIZING LINE M ® WATER GATE BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE INFRASTRUCTURE UTILITIES,, U LTES, DYL DYL TSV T5v REMOD REMODEL CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND DOUBLE YELLOW LINE _.. -.. TAPPING SLEEVE, VALVE, sE SL STOP LINE & BOX RISER REM REMOVE INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE CONTRACTOR MUST CALL "DIG SAFE" (AT EXCAVATION SAFETY: 1-888-DIG-SAFE AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. PREPARED F O R � PRESSURE REDUCER RdcR REMOVE AND RESET ) ALL EXCAVATION .MUST FOLLOW OSHA, MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. ALL TRENCH EXCAVATiON EXCEEDING 3 FEET. OF DEPTH WILL REQUIRE A TRENCH PERMIT + `+' SIAMESE CONNECTION RdcS REMOVE AND STACK 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. STEEL GUARD RAIL Yp Hotwater 11 Reai�t Trust � '� FIRE HYDRANT RET RETAIN INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN Y WOOD GUARD RAIL wM WM REQUIREMENTS, AS APPLICABLE. -o-o-o-- -o-o-o- STOCKADE FENCE o WATER METER scE SLOPED GRANITE EDGING James B. Goodwin, -Tr. i Piv �Plv SGC SLOPED GRANITE CURB 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PUBLIC AND PRIVATE INCLUDING DRAWINGS STATEMENT ' ' POST INDICATOR VALVE , . . . . .. . . . . - ........ 830 West Main Street ••-••••••••- PATH THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF _ � ® WELL IIEG TIE INTO EXISTING GRADE THE CONTRACTOR WILL PREPARE AS BUILT. DRAWINGS, STAMPED BY A MA LICENSED i 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. PROFESSIONAL ENGINEER (PE) CERTIFYING THAT: "TO THE BEST OF THEIR KNOWLEDGE, Hyannis, MA 02601 � � TREE LINEMONITORING WELL TOC TOP OF CURB JUDGEMENT' AND BELIEF, THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE y -X-X-X- -x-x-X- CHAIN LINK FENCE TOF TOP OF FOUNDATION 8. BAXTER NYE ENGINEERING & SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES PLANS. { IRRIGATION CONTROL VALVE SPRINKLER HEAD INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. j orp00000 000000o STONE WALL TOS TOP OF SLOPE � 0 -�- RETAINING WALL GG TOW TOP OF WALL 9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS O 0 GAS GATE OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" m HAY BALES TYP TYPICAL IINSPECTIONS GM (R&R). � 0 ® GAS METER LION UNLESS OTHERWISE NOTED r 1. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS AT 10. UPON 'AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION -4 MINOR CONTOUR (D ®EMI4 ELECTRIC MANHOLE VIF VERIFY IN FIELD BY CONTRACTOR NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS PAY ALL FEES AND THE PRE_CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST ---2----- 48 HOURS (2 BUSINESS DAYS) AHEAD OF A REQUIRED INSPECTIONS. 0IN ELECTRIC BOX VGC VERTICAL GRANITE CURB POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS -- -1a- -20- MAJOR CONTOUR REQUIRED. TOS TOS EM ELECTRIC METER 2. AT A MINIMUM, THE FOLLOWING INSPECTIONS WILL BE REQUIRED: TOP of SLOPE �.� A. INSTALLATION OF SEDIfvIENT AND EROSION CONTROLS AT .LIMIT OF WORK PRIOR TO ' 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED - BOS- -cos- TTOM of SLOPE # LIGHT POLE ACCMP ASPHALT COATED CORRUGATED METAL PIPE COMMENCING CONSTRUCTION. C BO IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING B. BOTTOM OF EXCAVATION FOR EACH STORMWATER MANAGEMENT (SWM) FACILITY. .(a FLOOD LIGHT CAP CORRUGATED ALUMINUM PIPE INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE C. AT'COMPLETION OF INSTALLATION OF EACH SWM FACILITY PRIOR TO BACKFILL. DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY 4 _ e t s. LANDSCAPE LIGHT CIP CAST IRON PIPE D. DURING INSTALLATION OF THE BIO-RETENTION SECTION OF SWM FACILITY 2. UPON DISCOVERY AND AT LEAST 72 'HOURS PRIOR TO .INSTALLATION OF ANY PORTION # O � L- E. FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND BUILDING .o LIGHT POLE (SINGLE) OF THE AFFECTED WORK. CIT CHANGE IN TYPE EROSION .CONTROL DEVICES. . r X ENT EN BUILDING ENTRANCE ._ R A KFI F. BN WILL NEED TO `WITNESS A REPRESENTATIVE UTILITY INSTALLATION BEFORE B C LL _ N H SINGLE LUMINAIRE CMp CORRUGATED METAL PIPE 12 THE CONTRACTOR .SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR W LD LOADING DOCK FOR: .. DOUBLE LUMINAIRE ALL BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE �-•�; ■+-� - WATER COND CONDUIT FOR COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OHD OHD OVERHEAD DOOR CONTRACTOR TO PROVIDE BN WITH WATER DEPT. APPROVED INSPECTION O -_ -ram TRIPLE LUMINAIRE OUT BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS o CPP HIGH DENSITY POLYETHYLENE CORRUGATED REPORT -�•. BOLLARD FROM THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE QUAD LUMINAIRE PLASTIC PIPE - SMOOTH INTERIOR -`SEWER � I p D �' ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLANT DIMENSIONS AND ❑ ❑ DUMPSTER PAD CONTRACTOR TO PROVIDE BN WITH SEWER DEPT. APPROVED INSPECTION -d �_ WALL PACK CS CURB STOP FOR WATER LINE ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK (D T SIGN REPORT 'a O WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE N (UNLESS = DOUBLE SIGN DIP ` DUCTILE IRON PIPE MADE IF NECESSARY. G. GRAVEL BORROW SUBBASE UNDER ALL PAVED AND CONCRETE SURFACES O O PM PM SIGNAL ARM OTHERWISE WITNESSED BY A TESTING AGENCY.) m .�,� . . H. BN SHALL !BE PROVIDED FOR REVIEW ALL TESTING AGENCY LABORATORY MATERIAL PARKING METER O DS DOWN SPOUT 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE (� (/) Q ® MANHOLE OF OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND ON-SITE TESTING RESULTS AS REQUIRED UNDER THE PROJECT DOCUMENTS FOR w cc -0- C. - E ELECTRIC COMPLETE REQUIREMENTS INCLUDING BUT NOT LIMITED TO: 10 PARKING COUNT C. UTILITY POLE/GUY WIRE AND COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. N 0__0_ 0--� UTILITY POLE GUY POLE BIO-RETENTION SECTION FILTER MEDIA COMPOSITION SIEVE ANALYSIS AND O / FdcC FRAME AND COVER _ MATERIAL CHARACTERISTICS PER SPEC. �' O C10 COMPACT PARKING STALLS 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO .SCHEDULE A PRE CONSTRUCTION .� _ ,C I ® © HAND HOLE MEETING AT LEAST TWO 2 WEEKS PRIOR TO COMMENCING CONSTRUCTION. SANDY TOPSOIL SIEVE ANALYSIS AND MATERIAL CHARACTERISTICS PER SPEC - .fl IIILIIIIII) IIIIIIIIII' CROSSWALK FdcG Fl�AME AND GRATE O - ALL COMPACTION TESTING RESULTS FOR BACKFILL. .� 'O ® ® PULL BOX Ucc 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE GRAVEL BORROW MATERIAL UNDER PAVING, SIDEWALK, SITE SLABS, PADS, w r_ CROSSWALK G GAS ETC. AS TO DEPTH.OF MATERIAL PLACEMENT AND COMPACTION TESTING RESULTS. C I am CA SILT FENCE/HAYBALE ANY FABRICATION OR DELIVERY OF .PRODUCTS OR MATERIALS. �' G HYD HYDRANT - BITUMINOUS CONCRETE PLACEMENT AND COMPACTION TESTING RESULTS. O (fl f.- DIVERSION BERM SWALE THE CONTRACTOR SHALL-BE RESPONSIBLE FOR PROVIDING MATERIAL SAMPLES TO AND of MCU 0 CONC. PAVEMENT / 16. CONTRACTOR SHALL BE.SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL AND HAY BALE CHECK DAM ID INTERCEPTOR DRAIN COORDINATING WITH THE TESTING AGENCY AS REQUIRED. CL _ �"' m CONSTRUCTION MEANS AND METHODS. BAXTER NYE ENGINEERING & SURVEYING, DOES NOT 0 STANDARD DUTY FLEXIBLE PAVEMENT ASSUME ANY RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL HEAVY DUTY FLEXIBLE PAVEMENT . PI POINT OF INTERSECTION INV INVERT ELEVATION FEDERAL, STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED FLARED END SECTION (FES) PD PERFORATED DRAIN BY ALL PERSONNEL ON THE JOB SITE AT ALL TIMES. � ® HANDICAP RAMP _nq WITH STONE PROTECTION PVC POLYVINYL CHLORIDE PIPE 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE p k HANDICAP PARKING �- T IT RA F THESE ITEMS WILL NOT PERMITTED ON THE 'PROJECT SITE.PROJECT SITE. STORAGE 0 ESE E S LL 0 BE 6 PD RCP REINFORCED CONCRETE PIPE H VAN-ACCESSIBLE HANDICAP PARKING PERIMETER DRAIN THE CONTRACTOR SHALL LEAVE THE SITE IN A SAFE CLEAN, AND LEVEL .CONDITION AT THE VAN RD ROOF DRAINCOMPLETION OF THE SITE CLEARANCE WORK. PAVED WATERWAY (PWW) � CART CORRAL WITH STONE PROTECTION S SEWER 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES Cn Detail no, JUTE MAT IN SWALE SD STORM DRAIN SHALL BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO w - P o on DETAIL OR SECTION REFERENCE NATURAL STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL, Sheet no, T TELEPHONE LOAM, PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER Q TREES DELETERIOUS DEBRIS. : w TSVdcB . TAPPING SLEEVE, VALVE & 19. TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET .AIL AL & BOX RISER WETLANDS ONLY UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. Q SHRUB UP UTILITY POLE 0 -- -- ' 50 WETLAND BUFFER 20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE } VCP VITRIFIED CLAY PIPE CONTRACTORS OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS 100 WETLAND BUFFER EXIST PROP REPRESENTATIVE, SHALL BE RESTORED BY .THE CONTRACTOR TO THEIR ORIGINAL ' 00 a -- 200' WETLAND BUFFER LP LP LOW POINT W WATER CONDITION AT THE CONTRACTOR'S EXPENSE. o E L `° MIT OF WETLANDS HP HP HIGH POINT L 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE -- - RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE S H E E T T T L E m �sz �- WETLAND FLAG GB GB GRADE BREAK E 52 LOCATION OF SUBSURFACE ROCK. ----- ----- x27.21 TC x27.21 TOC 100 YEAR FLOOD PLAIN TOP & BOTTOM ELEVATION a 27.15 BC 27.15 BOC oUNDERGROUND DRAINAGE SEWER AND UTILITY Legend and ztz5 21.25 22. THE CONTRACTOR SHALL PROTECT ALL , , g ko MITIGATION AREA LINE SPOT ELEVATION w/LEADER FACILITIES FROM EXCESSIVE VEHICULAR ' LOADS DURING CONSTRUCTION. ANY FACILITIES EDGE OF WATER 21+3 21+25 SPOT ELEVATION DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE 10 CONTRACTORS EXPENSE. General Notes N I N BORING LOCATION I N 23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED SHEET NO CD O TELEPHONE MANHOLE TEST PIT LOCATION OTHERWISE. 3 , ■ 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT. TELEPHONE MARKER BENCH MARK EXISTING PAVEMENT SHALL BE SEALED WITH I BITUMEN AND BACKSANDED. ALL sJOINTS C100 TS TS TRAFFIC SIGNAL �-� TIE IN TO EXISTING GRADE O TO EXISTING PAVEMENT SHALL BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR - v INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND L Fs] IDSIGNAL Box REPLACED. D A T E OCTOBER 25, 2016 o FACP FACP o o FIRE ALARM CONTROL PANEL FB FB a o FIRE ALARM BOX J � T❑ ❑T TRANSFORMER PAD S C A L E NO SCALE v v :_= TR ® TELEPHONE RISER DRAWN/DES GN BY JKL CHECKED BY UWE Ln ® MAIL BOX o J O B NO 2015-114 IC A D D F L E 2015-114 LG.DWG Ln N 0 \ OO O _ O =O _O ¢NdWh f,esid kpta ,k _ BAXTER NYE _ O O O ddmPo � Zm� ENGINEERING0o O >N4 &o O SURVEYING, Y'..rN^' \ \ _ ��. `,�4. �k^,Fh a '�� �,. �,to;�.� i.. �. Registered Professional. Engineers \ o =O O and Land Surveyors O = NSTABLE O a1Stld ,t-,-i �...'��,.M��rs ..�.,,,+wi r',,' '...,� M1e ..'- i q� 78 North Street - 3rd Floor H annis Massachusetts 02601 \ s r^ � d _ \ o 08t 8 �.. o � ' � �'f \ f Phone - 508`j 771-7502 \ I \ 10 Fax - (508) 771-7622 = _ _ \ 0 O 1 _; n , � ,� �,. www.boxter--n e.com : o I I o O I I_ \ • I o \ =o _ S T A ,�P _: S T of MAssq P o O oo , ozy' SHANE cyGN M. O o I I O O _, 78-- _ Y �C� MATTHEW cG '� x _r- W. u' o MALLON cn I N/F / o x , 7&:0 -X _ a.4 x71.3 O Ri c� 7 CORP. / _ _< .-__- e_' i X `'------`- zs �c� EDDY .• No.4W „ CAPE COD AGGREGATES, / O - -x76.a__-,, X , x y - CERTIFICATE 116997 O o ^_.< _ =,�' _�.- ---- 33 .52 73.7~ \ X X --�' x -2 ' .F N _ =o PARCEL 296-047 / I _ _ -";,/_� -8��= 6` - _ �- o %,5� S 06'2950 W d4 GENERAL NOTES' o. 43183 AEss Q ,, - - - _ -- / o - - I � � ✓_ � `' � »g �rO �0�. qND SUFN� + ,l 0 74.9 \tFSs/ IO // - 1, 3 . ; ' ` 1. THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS oNAL EN I --' j', /��/ � ..,3 LOCUS AREA IS COMPRISED OF: -� �..(}_ `� Q = 0 - 1 0 // x74:4 `I _Oo / - \ - - - o- - - I _4.4 - - : . q a:: ,n5.a ' x72s 75.0 It 2 PER CURRENT ASSESSOR'S RECORDS: / •° - i_ ^ - - _ _ iL_ -p / I r ay/ ; •�I " OWNER: ROBERT H. GOODWIN, TRUSTEE C O N S U L T A T Z 1 i i i I 1 / e✓ _L_ r x 174.4 O / ; r I N/F 4 x74.s I FIRST HYANNIS REALTY I LLC HOTWATER II REALTY TRUST O \ I ' ,'/ \ I x�4.7 / a3. 3.o DEED BK 29054 PG 32 DEED BOOK 25980 PAGE 300 , 72.9 PARCEL 274-040-002 RECORD PLAN BOOK 280 PAGE 14 ~-p�- \ \� I I I 7�0 x73a x72s ASSESSOR'S MAP 274 / , x =; o ,'�; ,, ,p- PARCEL U19 of /: / L_-� --- . , 1 , h / + , 1 ' PARCEL 274-019 .\ , , I ( I , CO � SULTA� T / I + I - 3. PROJECT BENCHMARK:AS SHOWN ON THIS PLAN /1 s-% I/ I _ `\ , I I I I I 7as x7a.7 ; 1 72.6\ x I TOTAL PARCEL AREA: a:: o _ \ I I I I i N x72.9 of `,L_ o \ _ - x73.5 4 x�.z - 4. ZONING INFORMATION: \_ ( $ 203,569tr.,SF �,m , =I o �74.5 >�.6 I 15., co � ,r � 'I x 4.67t ACPES ��m + o l I o _0 I x 1 f I a 74.s \ ZONING DISTRICT RG I wco / 1 x 3 ,, I MINIMUM REQUIREMENTS: 0,\ 0 1 o \ �1 x7a:5 1 LOT AREA = 65,000,SF =W\ l �\ 7 9, \ I ca i xi -f5-1x7 t LOT FRONTAGE = 20 PREPARED F O R x73 a ' :.. LOT WIDTH = 200 \ ; I: ! ; � . I I \ FRONT YARD SETBACK = 30' 1 I , , O _ ", ( r I _ �\ I t I SIDE AND REAR YARD SETBACK 15' HotWater It Realty Trust z 2x 3 `BUILDING HEIGHT = 30' , . , ; I O 0 I James B. Goodwin Tr. 1 +-� ZONING DISTRICT : MEDICAL SERVICES OVERLAY DISTRICT x 74.5 I x74.6 x74.8 \ , x , II I - \ .' 73.3 \ MINIMUM REQUIREMENTS: 830 Weft Main Street I = \ 1' „�-- O o� I \� / 172.7 2 4�\ II LOT AREA = 90,000 SF \ , , _ _ ► �s , ,3 / Hyannis, MA 02601 0 1 O \ . \ x ;g o , , , S .ati, LOT FRONTAGE = 200 y , x FRONT YARD SETBACK 100 (ON HADAWAY ROAD) S 29 47 W --' \ , , �-- `, \ + 1 1N� / �65.a SIDE AND REAR YARD SETBACK = 30 -____-___- / / O -O / fi __ �_s'-- - Xx72.3 ` S lo .I� � `I 'r / ' OR • _ =o ------ .l -- ems'nr� s ` -- \ 1 LANDSCAPE BUFFER,3FRONT 2.5 5STORIES \ O j -�3--•.Y�, s?`\ I x7�a7t`b \ 5.0 i f -- \� LANDSCAPE BUFFER, REAR AND SIDE = 30' ` 74.2 G I ✓ , J 1 t�I 5 MAXIMUM LOT COVERAGE = 25% o \ �� # x73.z N 06 29 50 \ ,\ 1 , \ ,. \ 1 0 _ _ , , 1 MAXIMUM FLOOR AREA RATIO - 0.40 - _ _ \ 1 O \ -------74---- � x`� --!� ' `_- -____ -, Ht1�---__ Hw- 1"-eHi�t-=lG. -`� G-- 48U.49 .' S ,xss-o - ,, \ r _-J- - H OHO e �H �H r ,h / �• ' WH OH d off ` ' ' OVERLAY DISTRICTS: GP (GROUNDWATER:PROTECTION) 1 \ x I \ �C \ 3.0 _-'"`-�/ -''r �` ss`6 j MEDICAL SERVICES OVERLAY DISTRICT It \, x6s.5 5. A TITLE SEARCH HAS NOT BEEN PERFORMED.FOR THIS SITE. THERE MAY u> x N ' o 1 / / / , BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS C 11;` \ \ \•, / / h I ETC. NOT DEPICTED. IF DETEP.,,INED TO BE NECESSARY, A TITLE SEARCH Q \ \\ •\ \ N \ _ x I SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE " 0 1 II \ •\. 1 o .e3''O I I � ENGINEERING & SURVEYING. +� . _ , ti / \ . t 1. x I , I nri < I , F , N/ 6. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE Q nit I l, , x � : `ti....-..,.....i. '' �. u , I ' WILLIAM E. & AUDREY P. ANDERSON. TR. aa,, \ / �, _ , RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES 1 t,,,, , , HARBORSIDE REALTY TRUST I ` ,11 , I,,,,K o 1 I / _ o _ , o / SHOWN HEREON WERE OBTAIED FROM AN ON THE GROUND FIELD W 1� o I , SHO ER ELO SURVEY � DEED BK 28244 PG 275 / � � "�.•.-• -..�-_---" � n"�+"++',' x 00 PARCEL 274-018 I PERFORMED BY BAXTER NYE ENGINEERING& SURVEYING ON JULY 7, 2016. O / n ' n, I / I 7. COMMUNITY PANEL NUMBER: 250001 0566 J, EFFECT NE DATE E 07-16-2014 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE X (UN-SHADED). � CAPE COD AGGREGATES, CQ o o ` u , SxP � I _N 19 / I I DEED BK 6656 PG 147 „ ,PARCEL 274-022 O , O I Q� to8. ENVIRONMENTAL INFORMATION. C 3 Q , I t r i 11 a s i� 11 ao / u , 1 a,' 1 / I CD PER MASS GIS OLIVER AS OF 07/11/16. mtlii J x / 1 / I Q 1 I SITE DOES NOT APPEAR TO BE WITHIN AN A.C.E C. AREA OF CRITICAL ENVIRONMENTAL CONCERN). w 0 ,,, 1,1 + , C 1+ NOT APPEAR TO BE WITHIN AN AREA OF MATED HABITAT F WI. .SITE DOES ESTIMATED 0 RARE WILDLIFE AS Q C r,m / +1,{+' I '� = o _ / GIS OLIVER PER NHESP " F//, 1,,,,1� O O IJ MAPPED ON MASS ESTIMATED HABITATS 0 RARE WILDLIFE FOR USE WITH _ C / L_ I` I THE MA WETLANDS PROTECTION ACT REGULATIONS 310 CMR 10. F- • - -C r> / I _ • SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL AS:MAPPED ON MASS GIS OLIVEROLNER w tq _ o = / " PER NHESP CERTIFIED VERNAL POOLS. d C i ram/ 2 1 I / ' • SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS GIS OLIVER PER N/F ' '• • '' 7- a NHESP "PRIORITY HABITATS OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS a = m --CAPE COD AGGREGATES, CORP. / i{;+lei-,�";%iil a- o I ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). DEED BK 6656 PG 147 � / _ o ',F a ll x PARCEL 274-022-001 / o --__ , -' �' / SITE APPEARS TO BE WITHIN A STATE APPROVED ZONE II GROUNDWATER RECHARGE PROTECTION / ------ AREA. SITE DOES NOT APPEAR TO BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY o O \ x / / �� (BARNSTABLE B.O.H. REG. 360-45). a C� II � • o _ 9. UTILITY INFORMATION SHOWN HEREIN. cn I -'6 _ ' III • THE CONTRACTOR SHALL CONTACT DIG SAFE AT 1-888-DIG-SAFE AND UTILITY COMPANIES TO LOCATE / / E ( ) 0 O _ I THE LOCATION OF ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF e `- , �/ CONSTRUCTION. EXISTING UNDERGROUND INFRASTRUCTURE UTILITIES CONDUITS AND LINES ARE SHOWN o = ,� IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN w l O RESEARCHED BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO F- i BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE a o �- CONTRACTOR'S FAILURE TO LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS M _ _ DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR } o -----77-- _ - ----� POSSIBLE REDESIGN. m ,y� -------------- - a --- � / / SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO v `p�t �t v► ��`'----- ___ r - m DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE EXACT M Ml�r d� ., ----_r o r - LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. /�� SHEET T TILE WHERE ADDITIONAL OR MORE DETAILED.INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. ■ ■ M - _ Master Existing m \ \ r� / / / L • WATER LINE AND APPURTENANT INFORMATION IS BASED ON A .PLAN BY BARNSTABLE FIRE 4/ o On � " ■ ■ 0 0 _ o /x - �� / " DISTRICT (08-01-08) - SERVICE VIA 2 PVC FROM 12 MAIN, WEST SIDE PHINNEY'S LANE Conditions Pan i O '\ pZ /. (SERVICE973). rN .-I r w oX � GAS SERVICE SHOWN ON PLAN PER FIELD LOCATED METERS AND DIG SAFE MARKINGS. S H E E T N O 3 \O O o _ w / ELECTRIC LINE INFORMATION PER NSTAR ELECTRIC P A 7- 9- AND P FIELD o _ _ 3� ELE LE C LAN DATED 0 2 08 PER W o 0 0 / SURVEY BY BAXTER NYE ENGINEERING & SURVEYING ON 07-07-16. w / SEWER INFORMATION SHOWN FROM PLAN ENTITLED "SEWER CONNECTION FOR 1336 PHINNEYS C2wO • o _ 0 /w 8 LANE AND 1364 PHINNEYS LANE, BARNSTABLE VILLAGE BY TOWN OF BARNSTABLE DEPT-0F PUBLIC D A T E OCTOBER 25, 2016 N o r` s' WORKS. o I o 0 0 40 80 a / II /z w �� SCALE IN FEET � ., T \ W / SCALE 1"=40' v, I \ DRAWN/DES GN BY DF - CHECKED BY MWE t G I \ J O B NO 2015-114 C A D D F L E 2015-114 EC.dw ,, 0 i O 1 I l i BAXTER NYE ENGINEERING & SEE SHEET C2.0 FOR EXISTING CONDITIONS NOTES ` SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street - 3rd Floor Hyannis, Massachusetts 02601 Phone - (508) 771-7502 508 Fax - ( ) 771-7622 4< iz www.baxter n e.com '� x: e,cPL;LF I S T , AAATTHEVV yG S T OF AWkAS fro VV. v. EDDY SHANE Gu, Qv+'L o M. s, NO.43183 MALL�N o� 48687 � � O I .ram GISTER� s/0 NG� A90F Sa Q Np sug' PB 2 80 PG 0 14 I � N/F ( � l FIRST HYANNIS REALTY I LLc _ DEED BK 29054 PG 32 o I PARCEL 274-040-002 LIMIT OF SURVEY - CONSULTANT I > �73 5 / - --___ co -x 78.0 , X ' ----- .- X �C--- x x X 74.4 .. _ ---- x ' _ - _ BARBED WIRE T x X ` ------- --------- _ ; h - _--_ - ; 2.9 �,- - -- --- ,16 OP X - x`= - X r CONS U L T A N T - 4 !� 76. _ - x , _ O 73.7 / , ,, S 0�,29 50 W 72.2 x -�-- x�-� ____--- ' , x g 2.�, 4 w 5_- - 7L - -- -1 T M , ;4 $cy�Q'" j� 204.9 , _- , OF Z PREPARED FOR - o It ~ _ - 7 o PAVED DRIVE & PARKING // x74.4 ti '�� ' Hotwater It Realty Trust BUILDING AND LANDSCAPE SETBACK __ _, __ ILDING_AND LANDS PEAETB/_C±E'" - __ 3 1�6� / 4.4I -- -- -- -- x73.0 �72.9 �, __� r James B. Goodwin, Tr. O , G-_ O= 1 I 0 x74.8 I 75.0 830We 04 t Main Str eet t 0 ROOF OVERHANG (TYP) Hyannis, MA 02601 I .0 of 174.4 o Q 1 V x 74.6 ,, ^►� o x74.7 3.0 0 I o / CONCRETE WALK ' r Sd ; F+p I - � 72.9 I I rr x72.8 n = w I I 75. x73.5 �+ N O t o z 1 1 I , I LLC o I FIRST HYANNIS REALTY 0 V o ! I i DEED BK 29054 PG 32 N PARCEL =I ❑ I l! II = ,,i i I Z 274-040-002 w GRAVEL & STONE PARKING AREAN o ❑ o o Do r►1 �o 10 r,t. ; x74.7 1 J I I It- � 1 74.8 72.8 f CO x72.9 I rn x .2 Q. _ I III► �1I1 K r , m I .4 o 4.5 4 F.F.E. 75.3 EXISTING BUILDING x . , X 51 Ll.#1364 PHINNEY S LANE 0 CONCRETE PAD i 74.9 o r ww N w cr- o o O 1 I 04 x 3 r A to I o 1I J�w o , x16 o w x .7 �w1 Z0�3+ JtCr x74.5 0 o _ x731,05.0 PARCEL 274-019 11 a W (0 Cl) Q z o i 1 TOTAL PARCEL AREA. 203,569t SF i , � � _ -- -- --- -- -- I , x73.4 D 0- 0 H N 0 0 4.67f ACRES m o O \ AC 284.9 CONCRETE WALK r. I ENTIRE PARCEL PERIMETER , 11 _ w • `� CLEANOUT � AC I I � NOT SHOWN ON THIS PLAN � � ~ Cl) � = x w 1:: w .3 tq O I r � I o O a 72.8 m W Q o ca z w v I � >+ _ a w i W c� BENCHMARK. II �-• o a �i I - r I x74.2 �. s c-D W , HYDRANT, STREET SIDE O o v ��� I 715. BONNET BOLT I� x74.8 74.5 / EL.-66.04 NAVD 88 \ � x73,3 \ 3 I ^�, x74.6r I� x 1 <v o 73.1 SMH , \ �I / z 2 = a, \ _ If \ + RIM. 71.71 E / II s o �� + o o w PAVED DRIVE & PARKING I + ,' 72.7 » 47 , 6 PVC INV=63.51 Z o - 1 / �s 6 PVC INV 63.2 \ .06 29 47 W \ I� - 46.6 \ , 45.4 cn o f , z __ � h B R 1 ❑ a I EOP 74.7 I I C.L.F. BARBED WIRE TOP -- -- -- s , / UI� 0 -- - - - - -=�XTL _----- 30'-Bt7TCDIGLP€ ET �X -�x Xx72.3 I , I / 0 BUILDING AND LANDSCAPE TBAC ------ S w \ �+ + N o p U \ l -S - - - --- - .-` a \ ,�;`, , _ W 1. 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OH T OH'', \ �,H+M-�� @MwV-_'QH� HW-- OHW--- OHW-� G G \-''``--G_ _ - -- --- G G \ N 06'29'SQ"__E ; ` �+i +i �+ " / i H OH EOP `^�--` G G G G G 6 6.0 SHEET T TILE OH OH'�� \ �, Hytl-- OH _ __� WOOD FENCE' 73.5 ---- 1 I o� --- H�OHW-- ---------_ , II OHIA� OH OH W----11 __ HW--- J�Lw- OHW---�HW-- - a 55 OW CLF x io w -------O OFit � o z o O ❑ - \ w OHW-- W--- 0 a ,n,II CONCRETE PAb--, '% 1 \ 'II �' ■ ■ ■ ■ I:: _ - °H -� wl wl -� o off o \ oH,W- oIH to a \ _ 65.6 I� M o f �•o,' OH HW--- OH OHW--- i CONCRETE PAD LU w �3.0 - Existin �Oh�1�tOhS �'�h G o . H OH cn --- - .Lv POLE/ TRANS ELE GA - - -- ELEC�I GAS t SMH I - " 1624-1 d RIM=7,0. � s � z # 6 PVC INV=62. d '10 POLE/ TRANS N _ r _ 6" PVC DROP INV=64.49 ' 66.5 , o = �i i5 i II o I , O do 2 10 PVC wv=s2:44 I� SHEET O 8 PVC INV=62.99 3 I U �I v, I + F- 8"PVC INV=62.94 I u s , W I , a Q ' C2nl s0 , N/F �' o o `�_ = 1 yo + a WILLIAM E. & AUDREY P. ANDERSON, TRUSTEES / I I II "�o o I ', HARBORSIDE REALTY TRUST / I' r r7 DATE OCTOBER 25, 2016 o x I DEED BK 28244 PG 275 II _ I x PARCEL 274-018 II 4 I II 20 0 20 0 00 I �iyo I J Y 1 II ` SCALE IN FEET Q SCALE 1 = 20 S CO I II 1 = Iw ' II [RAWN/DES GN BY ' DF CHECKED BY MWE p o = _ I(n0o a1 h OB N O 2015-114 C A D D F LE 2015-114 EC.dw 0 Ct SEE SHEET C2.0 FOR EXISTING CONDITIONS NOTES BAXTER NYE ' BENCHMARK a ENGINEERING & DRAIN MANHOLE a� RIM EL.=76.50 D m I I SURVEYING 2 v o AVD 88 Nrn D I I I I o '�5.3 D� m`,,\ � Registered Professional Engineers o and Land Surveyors� W m�D 78 North Street - 3rd Floor '- '�' �'� I I ��m�, Hyannis, 3 p \ `� `I o D m I y Massachusetts 02601 ; RIM=76.45 SURVEY tlk \ 1 . 0 54 ►� ® INV.=75.87 \ - - _ ro _ _ N N °° Phone - 508 771-7502 y FOUND \ '` --- 3.IMIT OF SUB EY 6Jv9-' 0 � v � ) ,-- \ - ' _s ==_=-____ _`____�=--------------------------_- '/` " ' ' __--__--- ` ' - ---- - ;' x80.2 Fax (508) 771 7622 -- ---__"_------___------__--_ --_- :" _ _ " _ - www.boxter-nye.com � , _`` , \� �� ��\ ---- ----- `- ---------------- ----fig- -___ ---_` - '^ - -` - ---- -- -- ---'" ' _ �__-' ye.cam --------------------- --------- _ -- - _ . . _ e4lv ` ------ ' ` - 270 AN A CTRI AN EASEM - N ry \ \ Z , _ ---------------------------___------------___=__- _--- -_- , _�__ _ - _ ----- ---- �� CAPE' j//EY R[} OM T S B 59 20 E 393.91 / 9 \ -------------- ----------------_______ - _ - - ----- ------------------- , N _ �� _ 9 \ -r�OH c; --------------- " X74.0 / _ , , - ------_--_-- -----x S-T- � x� x 74.6 f// r ,1 x 7 2 ', A�M Mass HA1�1E �yG _ T 8 � r / r'� qc M. 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U \1 I + '_ -_ _-- LIMIT OF SURVEY. . - ` W� ' \\ ` \ EXISTING BUILDING D -lix _ LU LIMIT OF SURVEY = I o ' _ #1336 ' cm 0 p7 � ----- `\\ ��` OH OH `\\ `1`, ,``, O k77.6 0 0 -°I 2 '� I / c� I ' --� n \� p w LE , In ` ', w z T o R. // z I OVERHANG z \ ou I v 4171 1 �, 1 F' I \ D X� ti , Q �x coi o a / m I j m �� 'S o I �11 `� y\ 0 o rn I 2 z l 2 I n- rn I I v s\ Z w ol E = I I� I o x I J 0 D I cn I D \ D I , oo,� ao v �H 0 V / m I w r \ z I I I ; O i O - - _ rn \ oz MATCHLINE \ , r I I 1 a z = I �S� \ \\ o� I III \ i SHEET T TLE 11 i 1 �' ■ ■ ■ ■ o _- 75- - - /1 , ` ► - - _ ; A T IN�� 1 ; w EXIStIn Conditions Plan No = s �, _ / > ' M CHLINE \ems II g N N m = 9 \ o h RI I co I p 01 U N z = = 3 o o Ic, v, `\ I I `,� 11 �' S H E ET N 0 W EO I I - rn o y _ , hK ' 1 C2w2 I N I v� o '+ � ' ', oc orallo ON I�\ x \` DATE OCTOBER 25, 2016 / 1�y ��' I 20 0 20 40 �� / m 1-1 ' --_ m I I\ 1\ 1 , S C A L E l r,_ 20, I 2 W - SCALE IN FEET -c g 1 , N //11 �� 11/ \ _ X 1, 1 DRAWN/DES GN BY DF CHECKED BY UWE Ln �"f i 0 I JOB NO 2015-114 C A D D F LE 2015-114 EC.dw N i O � II i i SIGN SUMMARY M.U.T.C.D. SPECIFICATION B/'l/\TER NYE TEXT QUANTITY ENGINEERING & NUMBER WIDTH HEIGHT " ® z > HC* 12" 18 2 ZONING TABLE . SURVEYING.. ZONING DISTRICT(S): RG SEE LOCAL REQUIREMENTS OVERLAY DISTRICTS: GP, MEDICAL SERVICES Registered Professional Engineers � VAN (2) ALLOWED USE: AUTO REPAIR** PROPOSED USE: AUTO REPAIR and Land Surveyors * %? SIGN INSTALLER SHALL COORDINATE SPECIFIC SIGN EXIST USE: AUTO REPAIR * EXISTING FLOOR AREA = 17,246 SF 78 North Street - 3rd Floor INFORMATION AND WORDING REQUIREMENTS WITH LOCAL EXIST TOTAL BUILDING AREA=17,246 SF PROPOSED ADDDITION 1st FLOOR = 7,190 SF AGENCIES AS NECESSARY. TOTAL FLOOR AREA = 24,436 SF Hyannis, Massachusetts 02601 ; ALL SIGNAGE MUST BE IN CONFORMANCE WITH THE FEDERAL (PER ASSESSOR RECORDS) HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC EXIST BUILDING TO REMAIN PROP TOTAL BUILDING FOOTPRINT=24,436 SF Phone - (508) 771-7502 CONTROL DEVICESMU( TCD), LATEST EDITION, ALL APPLICABLE CODES, AND LOCAL REQUIREMENTS. LOCAL TOTAL PARCEL AREA: 205,318 SF (4.71 AC) Fax (508) 771-7622 REQUIREMENTS, WHEN THEY EXIST, SHALL SUPERCEDE REQUIRED ALLOWED PROVIDED www.boxter-n el.com MUTC` * ADD "VAN ACCESSIBLE" WHERE ASTERISKED LOT AREA: 205,31'8 SF 90,000 SF 205,318 SF - '- \\\ \\ FRONTAGE: 200 FT , 40.70 FT** S TA M��TTHEw rycti� 3� S T A M P I N \\ \\ I BUILDING SETBACKS: MEDICAL SERVICES /o EDOY �\ I FRONT SETBACK 60 FT 346.6 FT � CIVIL I Cn \i ,mom,. SIDE SETBACK 30 FT 13.5 FT** �No. 4318�0 REAR SETBACK 30 FT 278.5 FT °� OIsTER ' LANDSCAPE BUFFERS: MEDICAL SERVICES „ �ss/oNAL EaG FRONT SETBACK 45 FT 157.8 FT SIDE SETBACK 30 FT 30.5 FT N/F i X X x x X__ REAR SETBACK 30 FT 96.8 FT CAPE COD AGGREGATES, CORP. i X--- I cER11FlCATE 116997 I 339 52 X`- X X-- X__ MAXIMUM LOT COVERAGE STRUCTURES 25% (51,330 SF 11.9% (24,436 SF PARCEL 296-047 06 29 o w y MAXIMUM FLOOR AREA RATIO 0.40 0.12 020 .�`I MAX. BLDG.. HEIGHT (STORIES): 2.5 STORIES OR 30 FT 1 STORY / < 30 FT CONSULTANT EN oHD o MAX. SITE COVERAGE (IMPERVIOUS AREA): 50% (102,659 SF) MAX. 95,887 SF (46.7%) I ,166 .`\_ _---------� ��"1 oHD i I c NATURAL STATE - 30% MINIMUM 0.4% (834 SF) EXISTING 0.4% (843 SF)-EXISTING** , ---------- / o ----- Cq-----I----- ---- r ----- - I ---- ;I c� STREET TREES - FRONT YARD 40.7 FT / 30 1.4 2+ 'TREES (EXISTING) \ ' ---- _------- / OHo o I I 1 30 FT OF FRONTAGE CONSULTANT -----I-- ---- N/F ( / ) _ I Z I I 1 FIRST HYANNIS REALTY I LLC 0. \ \ __ - 10 DD W -----I--- -----I----- ---- I i PARKING (LOT LANDSCAPING i , 0 I I I, DEED BK 29054 PG 32 \ i i I ------------- ---- ' PARCEL 274-040-002 -----i----- -----�---- 10% INTERIOR PARKING i I----- ---- V a. 14,043 SF x 10% = 1,404 SF 1,410 SF 10.0% i I < -- I ( ) • ti � TREES - PARKING AREA. (1/8 PS) I i PARCEL 274-019 C�. D oaelr�ct>D�eeF AureeoolreHOP -----; --- -----;----- F H 4 TREES 4 TREES 35 SPACES/8 = 4.4 \ PFKX43 ED7,=OFADD1110N -----, ---- -----I----- ---- -- °' PARKING TABLE \ \ TOTAL PARCEL AREA: I < TarAL BULDNo-�8F I I I rn PREPARED F O R I : -----I----- -----I----- -----I- - \ I 203,569t SF I ' D INDUSTRY=24,436 SF x 1 PS/700 SF=34.9 35 SPACES 4.67t ACRES W -----�- -- ---------- -----� _ -----I--- z a OR 1 PS/EVERY 1.3 EMPLOYEES Hotwater It Realty Trust --- I - - -- ------- I - w 18 EMPLOYEES / 1.3 = 13.8 SPACES ��., TOTAL PARKING 35 SPACES 35 SPACES James B. Goodwin, Tr. D I I I F f� \ / '----- '----- -----I--- - `v'°, HANDICAP PARKING (TOTAL/VAN) 2/1 SPACE 2/2 SPACE 830 West Main Street I \ I 5 / ------------- i i i �.. �. - -----I----- ---- I----- -----I--- DESIGN VEHICLE BARN. FIRE TRUCK Hyannis, MA 02601 \ \ / WI o -=---�---- ---------- -----�---- ** PRE-EXISTING, NON-CONFORMING OHD OHD -----I----- -----I----- -----I---- ��„ I I I OHD o \\ \\ 5 / I o i 124.85' S ��•�82, II II \ \ / OHD OHD OHD o - \ \ / EN EN 7 k S 06 29 47 W - - - - - - -- - - - - g I O / / ---- - �s� N ..-�-- 'I I NOTES: c - - - - I I� 480.49 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS, TOWN ORDINANCES, � \\ I I I I I 1 I REQUIREMENTS, AND SPECIFICATIONS. C L QCU / I CL 2. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING X I AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. W \ 3. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY 0 FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. .0 ' \ / N/F II I \ I I � i WIWAM E. & AUDREY P. ANDERSON, TR. R R I REALTY TRUST I II II 4. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED RUNNING \ t HA BO S DE I DEED BK 28244 PG 275 SLOPES ON WALKWAYS SHALL BE LESS THAN 5% AND ALL CROSS SLOPES < 2%. THESE ARE 'a o PARCEL 274-018 I MAXIMUM ,SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ACCORDANCE WITH THE MOST O CO I N I I CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, AMERICANS WITH DISABILITIES ACT & m J I 1 � C I COMMONWEALTH OF MASSACHUSETTS, ARCHITECTURAL ACCESS BOARD. CB _c/) N/F 1 I / / I II w Q APE COD AGGREGATES, COR 1 / o N I DEED BK 6656 PG 147 I / I � I 5. PROPOSED WALKWAYS AND CONCRETE FLAT WORK SHOWN AS 0 � N PARCEL 274-022 / �n I U I 0 C I / 00 / 00 I I II / I I 6. DEMOLISH/REMOVE ALL EXISTING STRUCTURES, FOUNDATIONS, CONCRETE PADS, FENCES AND / / I Z I V II T ITEMS UNLESS OTHERWISE NOTED TO SAVE SALVAGE OR RESET. SALVAGE EXISTING ~ -� I APPURTENANT v .� Ctf I / i II h II PAVEMENT IN AREA OF PARKING WHERE ASPHALT IS STRUCTURALLY SOUND, SHOWS NO SIGN OF w C ;'' / i I CRACKING, AND. MEETS PROPOSED GRADES SHOWN ON GRADING PLAN. � � �• � I � I I V 7. EXISTING PAVING EDGES SHALL` BE SAWCUT TO CREATE A CLEAN EDGE WHERE IT IS TO BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT WHICH IS TO / -- --� REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND SUBBASE REPLACED WITH / I n I SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION DETAIL HEREIN. ANY SAWCUT LINES I SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THE EXACT EDGE OF,SAWCUT SHALL BE $ 50"-e - - • - . :`_ \ 1 DETERMINED BY THE CONTRACTOR IN THE FIELD TO PROPERLY BLEND TO THE SURROUNDING PO - - -."'����---��•...Jy. ��n 3s T- - \. _'. . I GRADES. PROPOSED ASPHALT SHALL BE PROPERLY BUTTED AND BLENDED TO SURROUNDING . :7A�r- 1!-lYL 7100Y NNid�RiMJ rA40YddY ��� N/F - . . - . • ,�,„" S' ��••�.�..��- , ASPHALT (WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING CAPE COD AGGREGATES, CORP. / / - . . - . .- .. - .:_ ..._.. - . !- . ._. I n. DEED BK 6656 PG 147 /� \ ASPHALT :SHALL` BE WITH AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED. THE PARCEL 274-022 001 3�� I I JOINT SHALL NOT BE ABRUPT. L m I / I 8. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION OR FACE OF 'CURB WHERE w I II APPLICABLE. I 9. ALL PAVEMENT MARKINGS AND STRIPING SHALL FOLLOW MUTCD STANDARDS. TYPICAL LINE N TA STRIPING SHALL BE 4 INCHES UNLESS OTHERWISE NOTED. w I WIDTH FOR LANE AND PARKING STALL S � PARKING STALL COLOR SHALL BE WHITE TYPICAL' UNLESS OTHERWISE NOTED. Q /I o / 1 / a2 / IT SIGNAGE SHALL MEET REQUIREMENTS OF TOWN ZONING AND/OR SIGN 10. BUILDING AND SITE Q / m LL ORDINANCES. / , _ // i 11. SITE LIGHTING - ALL PROPOSED SITE LIGHTS TO BE WALLPACKS MOUNTED ON BUILDING. I / // SEE ELECTRICAL DRAWINGS IN ARCHITECTURAL"PLANS'FOR LIGHTING INFORMATION. / SHEET T TLIE Master Layout Plan J. SHEET NO C3nO // D ATE OCTOBER 25, 2016 40 0 40 80 SCALE IN FEET I PERMIT REVIEW ONLY-NOT FOR CONSTRUCTION SCALE 1"=40' y DRAWN/DES GN BY JKL CHECKED BY UWE o JOB NO 2015-114 C A D D F LE 2015-114 DM.DWG N V/1 - If .-I -. O - N T r BAXTER NYE1 ENGINEERING & >F4 \ SURVEYING z cn 1 Registered Professional Engineers1 II 1 I and Land Surveyors 11 14 78 North Street - 3rd Floor PB 280 PG F4 Hyannis, Massachusetts 02601 IL A Phone — (508) 771-7502 i 1 Fax — (508) 771-7622 I i I r www.boxter—nye.com W' H OF M,4" RELOCATED PROPOSED S T A M•P '�Z SS X X CHAIN LINK FENCE TYP i��P qc S T A M P X X — X ...-__.- (TYP) �p� MATTHEW GJ, / F X X ---___ X I W. X X S 0629r50» W —---_ o EDDY co X x V CIVIL -----_ / o X No.43183 33 .52 �o 3zco m o „ E 85• I _ c ►_ / I 40 E S 2'1710 r01vA� 1 / S 02 2 , o �, / EOPR_1 3' CURB OPENING W/ 27.20 N 2 ASPHALT APRON,'TYP / �Z / E EN o OHD _ (SEE DETAIL #415) 0 CONSULTANT 30 UILDING AND LANDSCAPE SETBACK -_ _ _ 175 66/ \ -- -- -- -- -- - R-12 ND AN APSETBACK E / / oLUP / — -- — — — - =12 0 - -- - -1- - - - - - - - - -I- -- - - - / CONC ETE WHEELSTOP o - - - - -I- - - -- - - -- -I- - - - - - - - I ® COS SULTAN T ALON SIDEWALK, PER OHD _ LIMIT OF STORMWATER O DETAIL C-443 (TYP) � I I MANAGEMENT AREA ©O i X �- BACK / SET ) - - - --I- - - - - I- - - LANDSCAPE -- - - - - - �ND - - � - `.. a Z I 1 Q ® ® O BUILDING BITUMINOUS CONCRETE, DD LeJ /30 -418 10 - - -1— - - - - - - - - - - - -- ® © X- PER DETAIL #C o / w x O � CAPE COD BERM 4(;CB), X b - - - = —I- - - - - i -I- - -- - PER DCTAIL #C 1 Iw I a; - - - - - - - - � © ® O PREPARED FOR X 0 LS 36.9' - - - -I- - -- - 22.0' - - - - -1- - -- - 22.0' X Y EXISTING GUY WIRE (TYP) a. I I Hotwater It Realty Trust DD �I - - - - - - - - - - - -- - -I- - -- - -- James B. Goodwin Tr. �Z Il '-o. P . I (2) CONCRETE 6 _ a s EXISTING 17,246 SF AUTO BODY SHOP �� BOLLARDS I 1 t z i ccB0 ° 830 West Main Street PROPOSED 7,190 SF A►DDMON - — — — —I— — — —— 101 BITUMINOUS CONCRETE, LS _ TOTAL AID. BUILDING ' 2� 6 SF 1 PER DETAIL #C-418 ( I Hyannis, MA 0260 °°Z DD I I I o 20.0' 24.0'-1 2o. ' 1. o' N - - - -1- - - - - - - - - -I- - - - - - -1---jm 71e Ls wUj A - - - - - � - - -- + w CONCRETE SIDEWALK 1 _ 8'x18' VEHICLE I— - I-�-- (T�) ( STORAGE SPACE (TYP)1_ I .o v :o I _ m ( ) m 06 cn CD -- -1- - - -113 STORAGE SPA.CEa ---I- - - - - - -- - -1- - - n DD I J 18.o —1s-O' - - - -' — _ - - - - 18.0' Q 22.0'_ '-I - - - - -Ls PARCEL 274-019I I • — z _5 : •+ TOTAL PARCEL AREA: 203,1569t SF - - - - -I- - - - - -- - - - -- - W Q q 4.67f ACRES f- - CCB / f - - - -- - - - - - - I m - - - ---= C Q � � a ENTIRE PARCEL PERIMETER- - NOT SHOWN ON THIS PLAN LS PI LAN I <t cWn a f - - Q- - -- - - - -- - - - - - - - - - -- 4 X W W Q v rn W DECIDUOUS TREE (TYP _ Ly- c� OHD ;o I- - -- = -- - - - - - — - - -- _. LZ. H Q H � z Q LARGE STONE GRAVITY d O o a o WALL PER DETAIL C 922A I -C Q N W (n _ rt I- U OHD o o I— r p wz � J I I I c0 9 x20 PARKING SPACE w . o m J PER TOWN ZONING (TYP) o _ 1- - = — - - - - -I-- -=— —=- - -1--- � OHD O C CRETE DUMPSTER PAD M co WI FENCE ENCLOSUREK, w - Q > 125.0' _ J w PE DETAIL C 442A CC z I o REMOVE EXISTING PAVED i � C - o ; H Q� O _ .20 WIDE DRIVEWAY DRIVEWAY APRON o O c: \ 1R=5 o N AISLE TYP I- Q� OHD EN OHD EN OHD ( ) LS TYP z EN .. \ Q )� SAWCUT LINE (TYP) tc . .:.,. (n CID \ 3U 13UILUING AND LANDSCAPE SETBACK -- --- - ^E� - -- -- -- - X, U .� .20/ w (n \ 1 O L PROPOSED CHAIN LINK FENCE (� 1 78.5' o • rn -- WITH SLIDE GATE AT DRIVEWAY d = r m 2 I N a o OPENING (TYP) R=2'.4' ► r� SAWCUT LINE (TYP) 1 / I 1 9 1 O -� N OE 1 1 � � x x x o \ a i� 1 / I GAS I GAS W \ I W / I a / o \ � I / � I ?0 SAWCUT LINE TYP m ° I I 1 ° 1 - LANDSCAPE NOTES: Y I BIO RETENTION PLANTING AND L DSC ESHEET T TLE AREA PLANTING SCHEDULE. TREE PLANTING SCHEDULE. I \ / / m B I C R E TE N TI 0 N E 1. PLANT SOIL SHALL BE 1/3 SPHAGNUM PEAT MOSS AND 2/3 FERTILE FIELD LOAM BY VOLUME. \ w QUANTITY-BOTANICAL NAME: COMMON (NAME: SPACING: COMMENTS. Layout and / QUANTITY BOTANICAL NAME. COMMON NAME. SPACING: 2. MULCH SHALL BE HORTICULTURAL QUALITY HEMLOCK BARK. WHERE' I / w BUSHES: (PLACE A MIXTURE OF THESE BUSHES IN CLUSTERS AT RECOMMENDED SPACING) - MULCH BEDS ARE AROUND A BUILDING THE MULCH SHALL BE HELD 20" ■ IQ I 4 CORNUS FLORIDA DOGWOOD AS SHOWN „ I \ 7 -CLETHRA 'AINIFOLIA SWEET PEIPPERBUSH 4-5 FT 0/C 1 GAL. OFF THE BUILDING AND 3/8 LANDSCAPE PEASTONE SHALL BE PLACED Dimension Plan ry / ,2 / Icn IWITHIN THIS 20 AS A DRIP EDGE AROUND THE BUILDING PERIMETER. N I \ `�• Z PEASTONE COLOR TO BE SELECTED BY OWNER/ARCHITECT. 5 CORNUS AMOMUM SILKIY DOGWOOD 4-6 FT O/C 1 GAL. I 3. PLANTS SHALL CONFORM TO MOST RECENT STANDARDS OF THE SHEET K O o I _ ® 6-ILEX GLABRA INKBERRY 4-5 FT O/C 1 GAL. AMERICAN NURSERYMENS ASSOCIATION. c 1 000 4. PROVIDE 6" TOPSOIL'& FINE GRADE & SEED ALL AREAS NOT o I IZ 1 HERBACEAUS SPECIES FOR GROUND COVER. OTHERWISE NOTED. C391 I / I� N X _8-AGROSTIS ALBA REDTOP 24 0/C 5. DUE TO SEASONAL AVAILABILITY MINOR EQUAL OR BETTER SUBSTITUTION MAY BE / / m I D ATE OCTOBER 25, 2016 o I 3 O 10 ANDOPOGON GERARDI BLUEJOINT 18 24" O/C MADE FOR EACH SPECIES AND/OR SIZE. N / 6. ALL PLANTS SHALL SURVIVE 2 FULL GROWING SEASONS. ANY PLANTS NOT / '�' I 18" 0 C SURVIVING SHALL BE REPLACED IN KIND AND ALSO SURVIVE 2 FULL GROWING 20 O 20 40 o I N 12 ANDOPOON VIRGINICUSBROOMSED)GE / SEASONS. 7-PANICUM VIRGATUM SWITCH GRASS 18 O/C SCALE IN FEET L SCALE 1"=20' LANDSCAPE NOTE: PROPOSED LANDSCAPE PLANTINGS ARE LIMITED DUE TO L, EVERSOURCE EASEMENT COVERING A LARGE PORTION OF THE SITE. PERMIT REVIEW ONLY-NOT FOR CONSTRUCTION DRAWN/DES G N BY JKL CHECKED BY MWE o I O B NO 2015-1114 C A R D F LE 2015-114 DM.DWG G O GRADING AND DRAINAGE NOTES 13. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT SPECIFICATIONS AND CONSTRUCTION SEQUENCE 11. ONCE ALL DRAINAGE STRUCTURES ARE INSTALLED, INSTALL 6. ALL PIPE OUTFACES, STONE WEIRS, AND OTHER DRAINAGE 9. A 25' MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL PIPE MANUFACTURER RECOMMENDATIONS. ABBREVIATIONS OVERFLOW AND OUTLET AREAS SHALL HAVE RIPRAP EXTENDED STORMWATER MANAGEMENT INFILTRATION FACILITIES AND SANITARY FILTER FABRIC AND STONE OR HAY BALES AROUND ALL NEW 1. THE PROPOSED FIRST FLOOR ELEVATION = 75.26. FROM THE OUTLET TO THE BOTTOM OF SLOPE WITH A MINIMUM 10 SEWER AREAS AND HAZARDOUS STORAGE TANKS/FACILITIES. 10 STRUCTURES AND MAINTAIN THEM UNTIL PAVEMENT IS IN PLACE BOC BOTTOM OF CURB 13AXTER NYE THE PROJECT ELEVATIONS ARE BASED ON THE NAVD VERTICAL FT X 10 FT RIPRAP LEVEL SPREADER, UNLESS OTHERWISE FEET MINIMUM SEPARATION SHALL BE MAINTAINED BETWEEN ALL 14. ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE MANNER 1. INSTALL SILT FENCING/HAY BALES/SILT SACKS TO ESTABLISH AND VEGETATION IS ESTABLISHED. ALL OUTFALLS SHALL BE 7 BOS BOTTOM OF SLOPE DATUM. SPECIFICALLY DETAILED. ALL STONE OUTFACES SHALL N PROPERLY STORMWATER MANAGEMENT INFILTRATION FACILITIES AND SANITARY ACCOMPLISHED O CREATE POSITIVE DRAINAGE AND ELIMINATE ANY THE LIMIT OF WORK AS SHOWN ON PLAN. STABILIZED WITH STONE PROTECTION AS REQUIRED. BOW BOTTOM OF WALL Q SHAPED SO THE RUNOFF IS CONTAINED WITH THE STONE LINING. SEWER LINES, MANHOLES AND TANKS. PUDDLING OR PONDING. WHERE NOT OTHERWISE NOTED OR DEFINED ON ENGINEERING & 2 DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE SEE TYPICAL DETAILS FOR ADDITIONAL INFORMATION. THE PLAN, ALL CUT AND FILL SHALL BE BLENDED TO DAYLIGHT AT EXISTING 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCES AT POINTS 12. ALL CUT AND FILL SLOPES SHALL BE TEMPORARILY STABILIZED FF FINISHED FLOOR ELEVATION ' CLEARING & DEMOLITION OPERATIONS SHALL BE REMOVED FROM GRADE WITH A 3:1 SLOPE. OF EGRESS FROM THE SITE DURING CONSTRUCTION. R BY THE L DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE 10. CONTRACTOR TO VERIFY IN FIELD, WITH ENGINEER PRESENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE ISSUES OR WITH TOP SOIL, SEED AND MULCH OR CURLEX AS REQUIRED IF GB GRADE BREAK THE SITE AND DISPOSED OF IN A LEGAL MANNE 7. AL SOIL INFILTRATION RATE AND GROUNDWATER ELEVATION PRIOR TO CONSTRUCTION ACTIVITY CEASES ON SAID SLOPES FOR A PERIOD SURVEYING p CONTRACTOR STABILIZED WITH 4" LOAM, SEED, & MULCH. THE CONTRACTOR ORDERING OF MATERIALS OR COMMENCEMENT OF CONSTRUCTION QUESTIONS PRIOR TO PERFORMING THE FINISH GRADING WORK. 3. DISCHARGES FROM DEWATERING OF EXCAVATIONS SHALL NOT BE OF 14 DAYS OR GREATER. ALL SLOPES SHALL BE PERMANENTLY HP HIGH POINT SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN DIVERTED DIRECTLY INTO ANY WETLANDS OR EXISTING STORM (ASSUMED 8.27, 5.43, OR 2.41 INCHES/HR. INFILTRATION RATE). IF 15. TYPICAL CURB REVEAL IS TO BE 6 INCHES FOR VERTICAL FACE DRAINS WITHOUT PRETREATMENT VIA SETTLING BASINS. STABILIZED AS REQUIRED IMMEDIATELY UPON COMPLETION OF FINAL LP LOW POINT 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 AND RATE VARIES FROM ASSUMPTIONS OR GROUNDWATER IS PRESENT, ( ) GRADING. UNLESS OTHERWISE NOTED BY TOP OF CURB TOC CONTROL SEDIMENT TRANSPORT BEYOND THE LIMIT OF WORK. AREAS THAT SHOW SIGNS OF EROSION FROM CONCENTRATED FLOWS SYSTEM MAY HAVE TO BE REDESIGNED AS DETERMINED BY THE ( ) AND BOTTOM OF CURB T`x cuRe Registered Professional 4. INSTALL HAYBALE CHECK DAMS ALONG CENTER OF SWALES AT 9 Engineers SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS ENGINEER. ANY MATERIALS ORDERED OR CONSTRUCTION COMMENCED (BOC) ELEVATIONS. WHERE THESE ARE NOTED THE CONTRACTOR SHALL ` 4. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING ECB) OF CURLEX DOUBLE NET - CURLEX II .98 BY AMERICAN PRIOR TO THIS OCCURRING IS AT THE CONTRACTORS OWN RISK. REVIEW TO PROVIDE REQUIRED REVEALS AND THEN PROPERLY TAPER THE 100 13. PROVIDE SILT FENCE FOR PROTECTION OF STORMWATER Tow TOP of WALL O.C., AS NECESSARY. MANAGEMENT FACILITIES. INFILTRATION AREAS SHALL BE and Land SUfVeyorS , EXCAVATION, OR APPROVED ALTERNATIVE, TO CONTROL THE DUST. EXCELSIOR COMPANY OR EQUAL. IT SHALL BE THE RESPONSIBILITY UNSUITABLE MATERIALS ENCOUNTERED ADJACENT TO SOIL CURB AND FINISH GRADE BACK TO THE TYPICAL 6 INCH REVEAL. IF TOC PROTECTED AT ALL TIMES FROM CONSTRUCTION TRAFFIC AND OF THE CONTRACTOR TO PROVIDE REQUIRED ECB'S AND PROPERLY INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE OR BOC LABELS ARE NOT SHOWN, ALL SPOT ELEVATIONS ARE BOTTOM OF 5. CLEAR AND GRUB SITE WITHIN THE LIMIT OF WORK. SEDIMENT DURING CONSTRUCTION. 5. THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, STABILIZE ALL AREAS OF THE SITE. ANY USE OF WOOD MULCH LEACHING SYSTEMS/FACILITIES AND REPLACED WITH SAND BORROW CURB WHEN ADJACENT TO A CURB FACE. - 78 North Street - 3rd FIOOr' A BUILDING FACES. PER MHD M.1.04.0 TYPE B. 6. CONSTRUCT SWM FACILITIES TO WITHIN 1 FT OF FINAL BOTTOM 14. COMPLETE FINISH GRADING AND STABILIZATION OF SITE. PLACE Hyannis, Massachusetts BACKFILL AND:COMPACTION NECESSARY TO ACHIEVE THE FINISH SHALL BE KEPT A MINIMIUM OF 20" OFF ALL USettS 02601 I GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF 16. STORMWATER MANAGEMENT FACILITIES SHALL BE PROTECTED FROM ELEVATION. FINAL PAVING COURSE. y NG CONCRETE STORMWATER SEDIMENT AND SILTATION AT ALL TIMES. JUST PRIOR TO COMPLETION, THEppq BUILDING STRUCTURES, PAVING, DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND 11. CPP HIGH DENSITY POLYETHYLENE CORRUGATED PIPE-WITH 8. ALL INTERIOR AND EXTERIOR). _ SMOOTH INTERIOR WALL M - SITE SUBCONTRACTOR SHALL PERFORM A FINAL INSPECTION AND CLEANING 7. ESTABLISH ROUGH SUB GRADES FOR PARKING LOT AND BUILDING 15. REMOVE SEDIMENT FROM ALL DRAINAGE STRUCTURES DRAIN - MANAGEMENT AND ALL UTILITIES ( ) INSTALLED FOR H 20 LOADING. TO MEET ADS N 12 PIPE SPECIFICATION OR OF THE STORM WATER MANAGEMENT SYSTEM. ALL SEDIMENT AND PLATFORM. Phone (508) 771 7502 EXISTING PAVING EDGES SHALL BE SAWCUT TO CREATE A CLEAN EQUAL. CPP PIPE USE SHALL BE ALLOWED AS .NOTED, WITH A MANHOLES, PIPES AFTER COMPLETION OF CONSTRUCTION. REMOVE - EDGE WHERE IT IS TO BE TIED INTO NEW PAVING, OR WHERE SETTING OF CATCH BASINS AND MANHOLE STRUCTURES SHALL BE DIAMETER UP TO AND INCLUDING 24". BACK FILLING CPP MUST SILTATION SHALL BE REMOVED FROM THE BASINS, FOREBAYS, ETC. AND AND REGRADE TEMPORARY BERMS SWALES CHECK DAMS ETC. Fox 5r'08 771-7622 NT TO ASPHALT WHICH IS TO REMAIN. THESE AREAS SHALL BE SHAPED TO FINAL CONTOURS AND ELEVATION PER 8• PERFORM BUILDING AND SITE CONSTRUCTION. INSTALL BASE - ASPHALT IS REMOVED ADJACENT ADJUSTED WITH CONCENTRIC OR OFFSET TOPS AS NEEDED FOR FOLLOW MANUFACTURERS RECOMMENDATIONS AND SPECIAL CARE STABILIZE DISTURBED AREAS. WWW.baXter n e.Com BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND. SUBBASE. THE PLANS. ALL REPAIRS SHALL BE MADE AS NECESSARY TO THE COURSE PAVING AS SOON AS PRACTICAL Y I MINOR ADJUSTMENTS TO AVOID CONFLICTS WITH UNDERGROUND MUST BE EXERCISED SEE ADS PRODUCT NOTE 3.115 REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT UTILITIES OR OTHER STRUCTURES. THE GRATE OR MANHOLE COVER ( ) SATISFACTION OF THE ENGINEER PRIOR TO PLACING FINAL TOPSOIL, 16. CLEAN OUT ALL SEDIMENT FROM SWM BASINS AND OUTLET --'_ 9. INSPECT AND MAINTAIN EROSION CONTROL MEASURES AFTER Mn� -« I SECTION DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS . SHALL ALSO BE ADJUSTED OVER THE STRUCTURE TO NOT CONFLICT MULCH, VEGETATION, SEEDING, ETC. STRUCTURES. REGRADE TO CONTOURS PER DESIGN. INSTALL FINAL _. 12. ALL ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS. RAINFALL EVENTS AND A MINIMUM OF ONCE PER WEEK. ,,/, C •» ARE APPROXIMATE ONLY. THE EXACT EDGE OF SAWCUT SHALL BE STORMWATER MANAGEMENT FACILITY CROSS SECTION MATERIALS IN WITH STEPS INSIDE THE STRUCTURE. REFER TO ARCHITECTURAL PLANS FOR ALL LOCATIONS OF S T A " tiG S T A M P CONTRACTOR IN THE FIELD TO PROPERLY 17. ANY DEWATERING OPERATION WHEN REQUIRED AS PART OF THE STORMWATER MANAGEMENT AREAS. STABILIZE ALL SLOPES AS °`r� �+�A��E'� DETERMINED BY THE DOWNSPOUTS. CONTRACTOR SHALL PROVIDE TIE-INS TO ALL 10. REMOVE SEDIMENT BUILDUP AT EROSION CONTROL DEVICES AS 0!d- N TO THE SURROUNDING GRADES. PROPOSED ASPHALT SHALL " CONSTRUCTION PROCESS SHALL ENSURE ALL DE'WATERING OCCURS REQUIRED. ,,, BLED DOWNSPOUT LOCATIONS. ROOF DRAINS TO BE AT LEAST 6 CPP NEEDED. REDISTRIBUTE MATERIAL OVER SITE IN CONFORMANCE WITH G EDID`� cn BE PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT THROUGH A PROPER DEWATERING BASIN (STONE„ FILTER FABRIC AND AT 0.5% SLOPE MINIMUM, UNLESS OTHERWISE NOTED ON THE PLAN. EARTHWORK SPECIFICATIONS. ,�c� c►vlt- WHICH IS TO REMAIN. THE BLENDED TRANSITION BETWEEN PROPOSED HAYBALES OR OTHER ACCEPTABLE MEANS) PRIOR TO DISCHARGE FROM THE 17. UPON ESTABLISHMENT OF PERMANENT GROUND COVER AND 283 AND EXISTING ASPHALT SHALL BE ACCOMPLISHED WITH AN MINIMUM TYPICAL COVER SHALL BE 2 FEET, U.O.N. SITE. APPROVAL BY THE (ENGINEER, REMOVE HAY BALES & SILT FENCE. a ,Q APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED. THE STABILIZE ALL AREAS WHERE HAY BALES WERE REMOVED. �p �FG•43 JOINT SHALL NOT BE ABRUPT. v x - - / --- A --- �. - X 74.4 �\ xlT. '`"-'�s / 'cF ►sT ----- NA X X -:c-- X \ ` � __-__ \� S 10 L ` �_'� -''- `� _---`` 76.4 -76 6" CPP AT 1% TYP. / , X X --�E_` ; r 2.9 _ _ _ FDUX / i _ _ - _- - ,-' x78- ' [77 ----- 72.2 X T----� 2 -�J - - INV=70.32 J.. \ 2,4 -� r,_,-' _-- _ - - 12 CPP AT 0.5%\\ \ ! , \ 747- 75 3z -� / ROOFDRAIN COLLECTOR-,-GYP. \\ // rl \� •�`\`\ m o. -�RD� RD RD D RD RD RD \\ \\ ; , �� _ 75.23 75.23' CONSULTANT .-I 1 I 1���____ / r' c1 i' -_ _ a0o a ° opo �xa 1 I , J/ _ -�a _ 0o 75 r 1p� EN I EN INSTALL ONE H2O / / 00o o poo oo 75.23 OHD 75.23 I / mo r INSPECTION PORT PER °00 °00 00 00 CULTEC ROOF SWtuI�FACILITY 1: DOWNSPOUT (CONNECTIONS O \ `��7 3 / - - , 7 U LL i :1=i', 4.80p`�'0 0 °oa`d°oa oo� I TO CPP DRAIINS TO BE I x 3-� \ ROW, SEE DETAIL #21� ° o °po po 48 (4 ROWS OF X2) CULTEC 74.34 7 / 3- �e _ 0a�i°o°a ao` _ FITTED WITH (OVERFLOW � � � � 72.57 I x a a a 330XLHD H 20/CHAMBERS WITHIN °00 00 00 00� . . WYE (TYP) o° 0p ° P 2.25 RIPRAP OVERFLOW SPILLWAY C O S U L T A T °b7 20.83 W z 87 L STONE FIELD ° ° \ °°° °pap °pa p , /`J ° , ° p�° O° ° ° o <:�.. t 7`/l.O pOo pOo °0 0 14.5 °a'° °o o�o ao° �o aoo I :. \ �. - 6 0° 00 ° OHD(4 STARTEV46.INTERMEDIATE, _ °00 °o 0 o S�O°° ° oO a o °o �O°a"O°°° °o° °o a / 2.20 -t -- -- o ° o0 00 0 ) O o°o aoo 0° 0°0 �°° po0 t / 00 00 °0 0$q X74. AND 4 Nl5 UNITS) a°0 p0a °a° °a `� t � / I / 74.59 a as a a°S' _ 7 5.0 p a a a a a s / I / / ao o 12 INV. IN=69.34 ,, ° o ° o o aq s o' 00 6- PERF. CPP INV=65.25 / / 1 74.98` °00 00 00 0 Q' " pp�oo °oo °ooa po0tl�pay qpo°o CULTEtC ROOF SWM FACILITY. / 1 LL o °oo °°°` oo 1 CPP INV. 1N=68.76 I d o° opn aoo pa0 0Y bopa / \WITH SOLID 6 CLEANOUT / I / apo opo 00 0 �' p o0 op o° 0 o op op 48 (61 ROWS OF 8 CULTEC l / I 1 / (n I ° o 0 0 - ° 0�p p op ap p o p ) / / O t o 0 0 0 -TOP OF STONE=71.50 a ° o °o °o ° _ 0 GRADE WITH COVER. I r- r 75 o 0 0 op _ o °a o � o o °i°a °o 330XL D H 20 CHAMBERS WITHIN / 00 I _ ��° o ° o ° o o O _ 5.23 �p o 00 0°° 0 4° ooa° 9 i I _ L - - •- -4- - - - -I 1 1% oop °0o °0o a BOTTOM OF CHAMBERS=68.46 O 000 0°° Q00 °0 000 °o t . �i . r - x I �o o / o o a pa a$ 30.5 W x 52.5 L STONE FIELD I \ 74.4 SOp 0 pO 000 °°o BOTTOM OF STONE=67.96 �no aoo °p°° °0oa6a aoo / 5 \ \ \ / / � 00° °0°0 00 o d o0 op oo° 0 0 o° °°° (6 $T�4RTER, 36 INTERMEDIATE, / WITH ONE INSPECTION '�00 °° °°a apaA°a°od� SEE SHEET C3.1 FOR BIO-RETEN PREPARED F 0 R I \ I / 000 000 ° a ° o °o° °00 °° a°0 AND 6 END UNITS) FILTE I�IG BIO-RETENTIOIN \ \ \ I °° °o °o` DD PORT PER ROW I w 20' qop�poa °°°o`� p°°o�°o� 000� X74.6 ,. AREA PLANTING SCHEDULE. \ \ \ °b 6° (2) 1 CPP INV. IN=70.04 AREA SEDIMENT FOREBAY WITH lot 0.- J a,p� pp�,opyp°op p°o 0 00 °op _X °00 0o po p ooa I I �Qoa by o o°o g°o °a 0°0� (1) 67 CPP INV. IN=70.04 LINER ND UNDERDRAIN OOa °°0 °°° ° °p v o o°' °°° °p° ° TOP (F STONE=73.08 ; 3.0 Hotwater it Realty Trust 1.57% °°0 °00 oo° p°cT� - - ------ ° °O ° ° °ovb°DO °a°°yy - \ cD - I qg�°0a °0a ° ° a o° °°° o°o o° o° ° 7 BOTTOM OF CHAMBERS=70.04 / , C ° 2 9 CATCH BASIN WITH X Cfl \ .�_- � `,�"• � `_` \ � °"'00�°0�°0�o odd D °aa°o °ap °°a °°a poa o ° °° '�i � ° ° ° ° ° ° ° °° q ' James B. Goodwin, Tr. , / e�_ - _ \ I �ppao�oaa oa ° a / a a a b BOTT(�M OF STONE=69.54 / r` - \ �y000,1J0 00 00 0 ooa o0 000 ooa oo °0°° ~ 29c LF 6 SG �OgPERF0 ATED BEEHIVE GRATE / r` \ 75.`0 � .WITH ONE INSPECTION P�� PER ROW , as 0p 00 p G Op a a O ° °D °° ~ I °° 218 LF ROOF DRAIN aoo 0°0 00 °° p 0 RIM ELEV=71.00 p / X \ \ bp0"b00o ppo o </ o 0 0 o p o 0o I PV UN RDRAIN AT 0.5% X ooaq,°00 0 ° � / °oo o° a° °° o o° " 830 West Main Street r I \ I °6 ° p CPP AT 1% \ p°a p° p a t t 6 CPP INV IN=65.10 LL_ ! I " 00°°�00° 1: 6" INV AT BLDG=72.22 °° °° °0°8°0 0 0 °°°° t ® 12" CPP INV OUT=67.00 \ (n + 3 LF 1 °p pO pO 0 -. - °o0 0 0° 0 0 0 ° o ° ° I t ao i 0p Dap oopB p o ° o Hyannis, MA 02601 -__-_ r (CPP A 1% aoo od ppa.o a 7 l I 2$ oo°'6aQo oogap I I (SEE DETAIL C-108) ° I LIMIT OF 4o-MIL PE LINER Y ° o °°, , a - AT\71 C NTOUR ELEVATION ,'�\: , I a o0 oA oA 0 0. 74.9 - �"' _.. n EXISTING 17 246 SF AUTO BODY SHOP \ i I 3% � o 0 0.0 0 0 o N `o `�' I t IPRAP SWALE, TYP., # pp00 .op°o ono �o ; I 71.77 PER DETAIL #621 R=74.05 a a ap ..... • PROPOSED 7190 SF ADDITION x74.7 + OUT=70.79 4aa ° . a° ... I i t 20 LF 12" 1 \ Ii + 1 74.05 �a .00 oQ �. 74.8 + t x77 1 \ 4. TOTAL BUILDING 24,436 SF M CPP AT 2% \ i [26 D� r 10.0' x !j \ 1 $% SLAB ELEV=75.26 S(ER , I\ x72.9 R%p%'oagq_°p r a o a o apa pa a r 2 j 4 �. MAINTAIN <2.0% IN 1 x73.5 I'°.a ogopOao p oop po oa op(°o°° 2.4 / CV i I 7 .5 1 ALL DIRECTIONS , \ d�' aao "� po° a�' aoa aa ooapJ b MH1 WITH I 3 LIF 12" " \\ y 00p 00p °0p�°�po00 000 000 00 00 O� I 1 5 52 L 12 5.0 �00 pO ooc °o0O0oo000 000dd ,7 r` x = -1 9B I I l CULTEC STORMFlLTER 330 z \ 00 po ao 00 0 0 R 75.03 S TAIL C 2 �{PP AT 1% a o 0 0 0 0 0 0°0 00 p+ X r + Y CPP AT 2.75% a Lil 1.5% \ 000 0°° 000 0o°'bp°kap�Oa pOdd E 12" INV IN=69�85 (CB2) , I �. 74.9 po 00 00° 000 000 °0°0 / WATER QUALITY UNIT , �'00° oo °oo qg, �p t °° °° 00�60�po 12 INV IN=69�5 (CB3) i I 1 / I RIM=75.02 <� I \ oo°•oo° 000 00 00 00 0 0 _ TOP OF WEIR ELEV=70.75 I ! _ \ �o 00dp 00 pp 00 q0 p0 00c 0pO J / ! / I 8" CPP IN=69.37 �.3 + \ 4D00 p0o pOo 0 ° db 7g + " I ° pO 0° 0° opo 00 0° opo 8" INV OUT=69. 5 (SF330)I 15 CPP OUT=68.79 \ pO0 °0 pO a° 00 00 00 00° . _ r pO pO apo p6 00 _ + g� o� j� 12 INV OUT 69 9 CULTECS 1.1 I - p _ 75.23 1.9% I 1 �oo oo° ao°o�'-"o..00°�000° 00od 0 odd + 1 C' a BOTTOM -68.46 O r- I \ pp0 ppo p0 pp, pp. a°p oop Opp L' / 1 / 38 LF 8 75.1 a• 0 0 0 0 00° 00°oqq��°°o °o° o°�' o D 6 x9 CONCRETE SLAB TO BE -�-� I \ �'o0 00 °00 ° oO °0 °�°0 x 1.6 / , I CPP AT 1% 7 �.' I \ pp p a ° °� a p o \ + INSTALLED OVER SF330, PER ! X74.5 t \ o 0 0 ° o o oo ao�� /^ CB 2 , / _ 1 •/ Q i \ "poo 000 oo° o00 a° ao0ppp # o ° o 00 00 000 0o po VJ I R-73.70 / , / J DETAILS ON SHEET C6.4 p \ 000 00 oa oo po 00 op p0o \ IN =70.26/CB1 (n/ I `` _ - i \ 00O00o 000000 0 0°� 000 °00 °0"< \ / / : '� 7.5.0V 70.32 1 x73\0 00° oo° o° oa o0 00 00 °ao \ . X ` OUT=70.1 DMHI ✓ v\ ! ��pOgp pOO°�oo as aoo poo °oo / \ p0dP00o °po 00 0oA, po 0 0 \ a00 a a0qp p °a0�p°0 0 0 0 Q / I 1 ! o °000° o ° apOaOpOva ° \-- - -- - -- 73 °0 0 0 0 om o0 x 3% I f X 7 3 4 I o00 °o O 00p o°0 00 00�p 0°0�p o o° / X -1�'-? I -'��AC I � � aab+''�i,4_. 00° �SL'°as'°'a..ns LU 7 II / A 75.0 - z r i \\ ^ 73. 322 Lr-ROQF DRAIN, I .� ao / .6 / r- r_ + I q Q I CPP AT 1% " t x x / I � " 124 LF 12 CPP AT 0.5 I CULTEC SWM FACILITY 2: 72.8 3 r- /, I 7 .90 6 INV AT BLDG=72.61 ROOFDRAIN COLLECTOR I # 2.2 X , l 3 " r • 75. I _ 7 .23 148 (8 ROWS OF 6) CULTEC 7 1 31 LF 12 z� OHD O i 330XLHD H-20 CHAMBERS WITHIN + I 74.00 CPP AT 1.0% I 1% , w O I � � I--� x 40.17 W x 45.5 L STONE FIELD GCS ' I o S 74.2 I SILT FENCE AT LIMIT �] 715.0 I (8 STARTER, 32 INTERMEDIATE. J / I o \ OF WORK TYP x74.5 x74.8 \ I AND 8 END UNITS ( ) F -----.' OHD O x 112 CPP INV. IN=66.60 ' c / 2% / / \ TOP OF STONE=69.64 C w I \ x 1 r I- X.% 2 / BOTTOM OF CHAMBERS=66.60 \ / r' S / w I o I \ BOTTOM OF STONE=66.10 \ 11 ,' / a . I _ -' \ / WITH ONE INSPECTION PORTER' ROW _ .� �? r 75 OH D I o I "p \ X i x - Q i � I \ 00 ,, , 1 \ ra j 74.3Q/ > 125.0 \ \ U }, X �r� ,' 75 w 0 \ \ w - II _ r 0 75. 1 / 74.,46 OHD EN OHD N OHD \ o � Cfl- M _ / E 7 M ` 75 74. I I \ __ r / :.: a 75.23 7 , 75.12 x X 72.E X 72.3 \\ / % _- d : RD RD RD R , �RD RD �-�� NV= 0.66 x 5.00 ---- T4. x ---------------- Q � �' � � x 73.50 i I �� { S-F- SF S-F ----S€ P -- - 75 -- 74.36 w 0 `_ J .� 7 4. - 4.66 o CPP AT 1% TYP. \ - --- - -�--�F 75.E \ 73 \ _ -SF T SF- 7 5.0 -� o BENCHMARK: / c 1 I � r �`-- _-;-- -._ I SURVEY NAI I ` , , 74. cal . 74.6 _ 74.80 \ f- / -, / \ _ a. NAVD 88 x 74.2 ; X - -___ / / _ C 5 T- -- --_ x _ __ \ --_ - " - , _ 7 l r _ _ p r - I \ l I \ 1r I TRAN \ / / „ /J.Oi 45 12 / I I �� W / ! A r--i --I - / Gj I CPP ELBOW ®� ELE ELEC GASF- / X I � I I Q / r PROVIDE INLET PROTECTION AT # r o 74 ALL CATCH BASINS WITHIN LIMIT R=73.18 I l \ OF WORK, PER DETAIL C-628 OUT-70.45 DMH1 I I m LL I XCAVATION FILL NOTES: o ca / \ / , r` a N 4 FEET SHOULD a, \ I 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN BE FLATTENED AS REQUIRED BY SITE CONDITIONS TO AT LEAST 1H.1V OR / , I ( ) SHEET T TILE SUPPORTED WITH TRENCH BOX OR SIMILAR DEVICE. ALL WORK SHALL BE x r` t PERFORMED SAFELY AND IN ACCORDANCE WITH OSHA AND MOSHA ■ a N 5 / / / x I I I REQUIREMENTS. CONTRACTOR SHALL OBTAIN TRENCH PERMIT AS REQUIRED. Gradln and Ln 00 9 r / I I 2. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, GENERAL FILL ■ Ix 1 75.10 I SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL 0 3% / i + / I TANDEM-AXLE DUMP TRUCK. THE PROOF-ROLLING SHOULD BE PERFORMED Drainage Plan ry I AS DIRECTED BY A GEOTECHNICAL ENGINEER. NO FILL SHOULD BE PLACED N I \s / I UNTIL THE SUBGRADE IS APPROVED BY A GEOTECHNICAL ENGINEER. I.E.G. / �o i BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL SITE GRADING SHEET N O 14 /74.50 / i SHOULD MEET AASHTO DESIGNATION A-2-4 (CLASS III) OR MORE GRANULAR AND BE APPROVED BY A GEOTECHNICAL ENGINEER. ALL FILLS o I i SHOULD BE CONSTRUCTED IN 8" LOOSE LIFTS AND COMPACTED AS C400 I I FOLLOWS, UNLESS OTHERWISE NOTED IN PROJECT SPECIFICATIONS: CYi / 00 I i - FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS, 95% OF ASTM r\ I D-1557 (AASHTO T-180) D AT E OCTOBER 25, 2016 o I / X/ r r I - TOP 24 INCHES OF ROADWAY SUBGRADE AND SUBBASE, 95% OF ASTM X I I D-1557 (AASHTO T-180) L 20 0 20 40 ! \/ +� x X I i RETAINING WALLS AND FILLS WITHIN ROADWAY (BELOW TOP 24 INCHES OF SUBGRADE AND SUBBASE), 92% OF AS D-1557 (AASHTO T-180) SCALE IN FEET - FILLS IN GREEN SPACE, 90% OF ASTM D-1557 (AASHTO T-180) »_ - FILLS UNDER AND AROUND STRUCTURES, MANHOLES, TANKS, VAULTS, SCALE 1 -20 I PERMIT REVIEW ONLY NOT FOR CONSTRUCTION ETC. AND PIPE EMBEDMENT (BEDDING, HAUNCHING AND INITIAL BACK FILL), DRAWN/DES GIN BY JKL CHECKED BY MWE L„ 95% OF ASTM D-1557 AASHTO T-180 _I O JOB NO 2015 114 CADD F LE 2015 114 GD.DWG Ln C. � I I I I T i I I II I 1 ii I UTILITY NOTES PB 80 PG 4 i / � / `' ` MATCHUNE 1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE 7. GATE VALVES SHALL BE MUELLER ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC, WITH TWO INCH OPERATING 16. GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR WORK EQUIPMENT AND CTION. THE CONTRACTOR SHALL NUT WITH MECHANICAL JOINT HUBS. /G t BA 1 ER NYE E ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRU BS. GATE VALVES SHALL CONFORM IN EVERY RESPECT TO ALL APPLICABLE AWWA MATERIALS FOR INSTALLATION OF THESE UTILITIES SHALL BE OWNED AND PERFORMED BY THE CONTRACTOR. € / , DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE STANDARDS. VALVES SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI TEST PRESSURE AND SHALL OPEN LEFT. UTILITIES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE p START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS CONTROLLING UTILITY COMPANY. CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH ENGINEERING & ' AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY,. MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE 8. VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF THREAD, GASKET APPLICABLE UTILITY COMPANY. ' � � o NOT BEEN INDEPENDENTLY VERIFIED BY THE >04 OWNER, THE ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR SEATING AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES AS PER AWWA SPECIFICATIONS. ■ ■ ■ / €�� ' AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE ALL VALVES SHALL BE PROVIDED WITH "0" RINGS. THE DESIGN OF THE VALVE SHALL BE SUCH THAT THE SEAL PLATE 17. POWER AND COMMUNICATION DUCT BANKS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL -832. / / Partial Utill Pla _ SURVEYING z CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION CAN BE FITTED WITH NEW "0" RINGS WHILE THE VALVE IS UNDER PRESSURE IN THE FULLY OPEN POSITION. WHERE A DESIGN BY THE UTILITY COMPANY OR MEP ENGINEERS ARE PROVIDED THOSE SHALL SUPERCEDE / / FROM PLAN INFORMATION THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR INFORMATION DIFFERS #C-832. 0 0 / / I ` POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, 9. VALVE BOXES AND CURB BOXES SHALL BE BUFFALO OR PIONEER AND SHALL BE FURNISHED AND INSTALLED FOR ALL / # # AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. VALVES. THEY SHALL BE CAST IRON, TAR COATED, SLIDING TYPE ADJUSTABLE VALVE BOXES TOGETHER WITH CAST IRON18. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. o # y TELEPHONE & DATA/COMM SCALE IN FEET / ��/ ,15 Registered Professional Engineers THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND UTILITIES AS REQUIRED. COVERS. SEE WATER DIVISION REGULATIONS. ALL COMMERCIAL LIGHTING SHALL HAVE THE FIXTURE HEIGHT SET AT 25' MAXIMUM HEIGHT ABOVE GRADE. LIGHTING DESIGN SHALL MEET THE REQUIREMENTS OF THE CAPE COD COMMISSION TB-95-001 "EXTERIOR / and Land Surveyors �+ 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. 10. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS THAN V OF COVER IS PROVIDED, INSULATE WATER LINE LIGHTING DESIGN". I // i 2' AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL. _ / 0 78 North Street - 3rd Floor M 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. WHERE WATER 19. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE / 3 ROPOSED FIRE SERVICE. I 3. A MINIMUM " 11. WATERLINE INSTALLATION REQUIRES # 11 SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18 EQU ES TIE ROD RESTRAINED JOINTS TO BE USED AT ALL BENDS, ENDS OF LINE, VALVES SAWCUT. BACK FILLING OF TRENCH SHALL INCLUDE 12 IN DEPTH / REFER TO MEP PLANS z _ Hyannis, Massachusetts 02601 4 LINES CROSS SEWER LINES, THE SEWER LINE AND FIRE HYDRANTS, PER WATER SUPPLY DIVISION REQUIREMENTS. RESTRAINED JOINTS TO BE INSTALLED PER HYANNIS TH PLOWABLE FILL TO THE BASE COURSE OF / FOR SPECIFICATIONS ° y ' BELOW THE WATER LINE. THE SEWER LINE JOINTS SHALL BE LOCATED EQUIDISTANT AND AS FAR AWAY FROM THE THE SURFACE TREATMENT. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN KIND. IF.THE - . . - . . _ • - / o r+ WATER SUPPLY DIVISION REQUIREMENTS. .• --. -- R LINE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL AND/OR VERTICAL SEPARATION AS BITUMINOUS CONCRETE SURFACE IS WITHIN THE ROADWAY, THE BITUMINOUS CONCRETE TOP COURSE SHALL -' • - WATER I STIPULATED ABOVE, BOTH THE WATER LINE AND SEWER LINE AT THE CROSSING LOCATION SHA LL BE CONSTRUCTED BE FINISHED WITH INFRARED TREATMENT T BLEND - . . - - - •:- # - -0 END EXISTING AND NEWLY PAVED SURFACES, IF REQUIRED BY - . . - . .- . - •. ���„��" Phone 5�8 771 75172 ....�.� OF MECHANICAL JOINT CEMENT-LINED DUCTILE IRON PIPE FOR ONE FULL 20' PIPE LENGTH OR ANOTHER EQUIVALENT 12 IF RESTRAINED JOINTS CAN'T. BE USED DUE TO PHYSICAL CONSTRAINTS, ONLY AS SPECIFICALLY APPROVED BY THE THE MUNICIPALITY. ..� ' '� / � ' /� ••-• • - .:-. .. '�� � � -'' • - • THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH PIPES SHALL BE LOCATED AS FAR AWAY WATER DEPARTMENT, THRUST BLOCKS TO BE INSTALLED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE HYDRANTS IN / -' - ' - - FOX (J�OS) 771-7622 4< 0 TO 150 PSI TO ENSIURE THAT THEY ACCORDANCE DETAIL #301. CONCRETE THRUST BLOCKS AS REQUIRED, CONCRETE SHALL BE 1 PART CEMENT TO 2 PARTS20. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACKFILLING FOR ALL UTILITIES AND r / - www.boxter-nye.com FROM THE CROSSING AS POSSIBLE. BOTH PIPES SHOULD BE PRESSURE TESTED / � � _ Ij _ y .www.baxter n e com WATERTIGHT. SAND AND 4 PARTS COARSE AGGREGATE. CONCRETE CLASS "C" WITH A 28 DAY COMPRESSION STRENGTH OF 2000 PSI MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. ARE MINIMUM AGGREGATE SIZE OF 1-1/2". THRUST BLOCKS SIZED PER SPECIFICATIONS. ALTERNATELY PRECAST THRUST CONTRACTOR SHALL REFER TO MEP AND LANDSCAPE PLANS BY OTHERS FOR ADD111ONAL INFORMATION AS CAPE coo nc Ga1Es CORP. / ''1 0 , PP D®BK 61656 PG BUILDING CONNECTIONS SHALL BE 6" MIN. SCHEDULE 40 PVC, U.O.N., AT A MINIMUM SLOPE ` BLOCKS TO DIVISION SPECIFICATIONS MAY BE UTILIZED. CARE SHALL BE TAKEN TO ENSURE THAT ALL CONCRETE THRUSTS LICABLE. PARCEL 274-o2s-OD1 / a 4. COMMERCIAL SEWER BUILD H SERVICE LINE: AT A DISTANCE BLOCKS BEAR AGAINST UNDISTURBED TRENCH WALLS AND NOT TO ENCASE FLANGES AND BOLTS ON MECHANICAL JOINT / / �d' S T A M S T A M P OF 1.29� U.O.N. FROM MAINLINE TO BUILDING. A CLEANOUT SHALL BE SET ON EACH OF 10 + - U.O.N. OFF THE FOUNDATION. ALL PIPING FOR COMMERCIAL BUILDINGS SHALL BE PER PLUMBING CODE FITTINGS. WHERE UNSUITABLE BEARING MATERIAL IS ENCOUNTERED, EXCAVATE AND PLACE SUFFICIENT CONCRETE BALLAS)21. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN / 1�� o OF MA / ( ) TO OFFSET THE ANTICIPATED THRUSTS. ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL ' / =a� I I �N ASSgC WITHIN 10 FEET OF BUILDING. NUMBER IS SPECIFICALLY REFERENCED. / m # # ✓� / 13. HYANNIS WATER SUPPLY DIVISION APPROVED WATER SUBCONTRACTOR AND INSPECTOR REQUIRED. / o /p MATTHEW cP� THE RULES REGULATIONS AND SPECIFICATIONS EQU ED. COST OF THE 5. ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO I C ALL COVERS 22 INSPECTOR SHALL BE BORN BY THE CONTRACTOR WATER SUBCONTRACTOR. . , CURB BOXES, GRATES, AND OTHER FINISH SURFACES SHALL BE RESET TO THE NEW FINISH OF THE HYANNIS WATER SUPPLY DIVISION AS AMENDED TO PRESENT. DIVISION HAS AUTHORITY TO AMEND PLANS. IF / / I I o EDDY THE WRITTEN GRADE. 3 # # ANY CONFLICTS WITH THE CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD SHALL APPLY. / � � _ I _ � cwi 183 14. AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH MASSACHUSE o �5 o O.43 cr SPECIFICATIONS OF THE HYANNIS WATER DIVISION ARE HEREBY INCLUDED BY REFERENCE.AND .ATTACHED AS AS TTS BUILDING CODE AND APPLICABLE NFPA REGULATIONS, IF SO REQUIRED. _ / o N SEPARATE DOCUMENT. TIE-IN TO EXISTING 12 MAIN WITH STAINLESS 1 p _ FS E� TR CT10N METHODS AND 5. ROVIDE A STORZ OR OTHER REQUIRED FIRE DEPARTMENT CONNECTION FDC AT THE LOCATION AS SHOWN ON THE STEEL TAPPING SLEEVE � �, S 6. WATER MAINS TO BE CEMENT LINED DUCTILE IRON PIPE CLASS 52, U.O.N. ALL CONS U ( ) MATERIALS SHALL BE AS REQUIRED BY, AND IN ACCORDANCE WITH THE HYANNIS WATER DEPARTMENT AND PLAN AND AS APPROVED BY THE FIRE DEPARTMENT. REFER TO ARCHITECTURAL, MEP AND FPE PLANS FOR LAYOUT, AND GATE VALVE APPLICABLE AWWA SPECIFICATIONS. DOMESTIC SER VICE TO BE 200 PSI CTS PLASTIC LINE U.O.N., TO DIVISION DETAILS, AND SPECIFICATIONS OF FIRE SPRINKLER SYSTEM. 3 / SPECIFICATIONS SLEEVED WHERE REQUIRED. M\ CONSULTANT M �fj+J Q J� o M 'l p� �\ �T pr M \ ° ooA A CONSULTANT = o O / O o O I D� RD RD RD RD RD RD - _ o o°pl a° a ppa asp papq.p, _ EN _ ppa as pW EN o o O _ oo °p o00'00 Qoo�� o OHD / = o ° _ 00 pp0p0p0p°° I �� PREPARED FOR \ _ _ O O / 0C.0 °o ogQp"'000 °o°o Q�G4 00. 00 00 p00 0" 00 q q o Aomaa�'p"� � �O$i O NS0OC 00 00° op° oo°yy`` oq ao e° p�Ia Oqp°� o�oo b:g. �1 10 4 0'�}� ° 0 0 9 0 o / T / 1pq�_°+O°OQ({7,,1Q00.000Q,QQpO�O°[(/(O O�p�[jj/PJ00 op(3-° b°°°�j��1o�d}p(��.0d a GQ ° o Hotwater It Realty Trust �. .1 Rp°pa(j".0.* pO 00 00 00�T OHD ( = I ap�q°"tj°p°`�°O°p d°Oq °°°� - - ))C A o 0 �Cp� �o o,��� o o a O � pO'a��15q�'"Na�� O : O I �°� a �yQ°D'o°a° 'COO Coo i / ° po p00 d d o° od,,p °p o James B. Goodwin Tr. = o o = opO op0 po p0 Q5o o n �00 _ _ oD00 000 °ocp0o69 I p°aoo.,�°0 000 °o° °op`�`''�o°° / o O O l O ° p dip Op OOp0 �0p OaU° °00 °aap°°�40"00 O� OpO °p O°O Op Op 00 830 West Main Street / qp� yp L� q4 q�I� p? qq �. �- - 1 �"°°o1�°oO °°° °°° 01ID = I �Qn°o"d°o°� o° °o°@n°oOoo O U1y�`,' � °00 Oa °O °O O °O d ° qO O° °UO °U1 O 00 0 Q O O d d ® Hyannis, MA 02601 {{ qqgg 000���,,, PPpp _ J ,�p °o° °o°0'b°°o0�0°0 pno piga°cp o aop�000� poo x ,�//�� ° o'' / 4J. O pop °°p,pp�1I0 O 00 a. qO °O poo`{{,,p O p°O Op O °GGQQ I °00 °00°yL0 000 Z Otl0 OOp'110 pO d°jd QUD gpOC OOO°°°YYYYYY WWWWW 0 O o �p00 00p p0 p0 DD w0a° °0a d°° d °� p p d yy O p00 00 °ooQ{°o J) o°pJKyoo pa0Qa oaa °0o°i O I '0 on.Op�l I I �p0. o p°UQ�{Op° Oq °°p ® ® X X O O 0 O p00 O P O ° O o O q0 d0 °O _ - t I 00gQp�p OO(}��Oa0' O° p4 I qQ°°O °O °°O Otl° ;'Co °00 .�" pp,O pop O° O ° O IO 0 pa O d °O pd0 dp O QQ_pO0,�D10a° 0p p°Oµ(j°q° DO p��PP°00°ggy,O°OU °O°O J - Oap � O°OOW°p0°o 0 0.1pgO dyp Oa Qp0 1 _ 1000},p{0a 013 ,QQqI RD -- o°° o° pod opO o°° dop�l o °bO�7p°°ri °° Y� (p� W{� y p OO'j000 NO00 pOO a °OO�q ooc 000" '0° o O^ O°� 0p0 poo aoaapo Qo 000 oo° o°o doo°o00 X O N/F ° o ° o pop ° d� I k poo 00q�0 0�Q 000 0p °p I O O I `�° °6° p ° " d p 5 ° d FIRST HYANNIS REALTY 1 LLC ��{pp{°op o00 Opp op °pp a;, °o° °o oo°o pp°R� O IOOp °00 000 00 0000q 0 O 006000 ° Or o O � ap�ao�po aoo e I �° 0 8 ° 0 p ® DEED BK 290J4 PG 32 00 p0 00 0 0 -� poop °°° °oo °o°o ° ° ` PARCEL 274-040-002 O 900 0 COO�j�O pQ,p�a pa J �-p[(�j A _ I00°p1O0°Oqp° OOC °p0 On'OA O° °O° Co O�� PPp ap p a � 4 odp do o °0 a ppa °a 0 a$ 1�0 O O � -.•.f ,von. PARCEL 2 74-019 �I p aoo 0 0�pp� a EXISTING 17,246 SF AUTO BODY SHOP °°°° °° °° PROPOSED 7,190 SF ADDITION p0 000 _ o p 0 a °pa� oo�� C _ _ p asp o °°p -.{__ 0 • O O t oaa °00 ° a pOO� TOTAL PARCEL AREA: Opp `� a TOTAL BUILDING - 24,436 SF -per' .Q 4^, :.. a 'v/ ,. 1 I EXI TING GAS SERVICE AND p�00,�p°aa °°s ° p° C O a ..? oOW'.0o a°o`�o°o Opp '.0 poo ° 203 569� SF ,. ME R TO REMAIN �0,6�pVp0o oQ 0o p ° p p�� Z 1 ° dYp o° °c� °o o °p�3 °°a p �p °°p{ co bb p0 OO OOp Oq Op 000 O O p0 O I D O O O ° O O O 0 3 Opp a0 00 �O pOggp_O°q(�p' 00 Op OV� O O �+ O O 1. 4.67 ACRES 00 0 00 0o po 00 00° 000 � A _ a Z opQQ{Qy�op o° o°° op° o00 00 °° Gay' v 0 o a o0 9 0 00 o,�p op o a W Q_o 'b 0 p00 00 00 pa 00qj+00 00 p00 00 q o O O o 0 0 0 0 0 °o°o�I 00 0 °°p °°° °00 OO OOq O 00O VO �00 �O �a ao 0o poo o °0 pO° °Oo° ppp0 C� 0 0 0 0 0 00 00 000P pgp.DO (0000,ggp00�Qp°O�J�y�(0pp��}p 00 O 04' n pa. 0'00 O pp .70 opjo J �.i. ° o0 0 0 0� o p� Q 'g Ogg 0 0 O °OO pD pp OOO '0 a ° o 0 0o po 00 000 [�, o 0 0 09b o 0 0 _ °0o°°OpWoop_11pOoG°°o�°°o°dopO�O°° • 0 0 0 00 00 0o p00 000 a. °o° °0pQQ 00 000Q�}_o0-0 000q[,Q°00 °00 D - ��q0 CO 00o p00Y00040009°00 °00 - 1 0p0 p0a 000 00 0p o0 °p0"b00 o fn op op o0 ,00 op poo po 00 o p ° o o p �a op po 0° op4 00�Q 0o a�� _ I �Q000,�j p°00,�0°00,�y°00 pO pO pO pO C - O O Sb00 CO'b°°'bop poo 00° 00°09°0 2 000 000 p00 000 00'0 0° 00 000� 4 _ I a C a �� gp00 0 °o a(jao o}j0°o 00 0°o °°o °°o°� QCU�"' 0 O 0Tb o"b° o 'o a-G o° o°°�o 0 0� 0 2 � a 0 0 0o po 0p 000 0 00 O I QQ qQ �pL tlgp M 00001p°0.OI+°°a0 00004000�400°000 0°Op��1� W J - poop OO�O pOO pm pp q®°q�p00Q a$p0 C I .a , O.pa pop °00 °00 OO °p0[1P gO000. pl `v v!V0° ppO AC EXISTING AC UNITS, _ o- °�_ �o�°a�PaQb_ LU - Q O ELECTRIC AND DATA COMM CD= Q CC i O O CLEANOUT AC SERVICES AND ELECTRIC (D HYD w LOWER EXISTING AND PROPOSE WATE METER TO BE RELOCATED 0 C O s �' SERVICES TO AVOID CONFLICT TH c� _ � Q I .� i PROPOSED DRAIN PIPE, IF NEE I H -0 O , - o ,� -� (CS O _ z OHD W I _ =O O Q �-- EXISTING WATER SERVICE TO o I w C = a BE RESET WITH METIER AT 11 LF 6" CAST IRON C d" O O O O S I NEW BUILDING WALL. PIPE ® 1.2� OL- o c� o I _ c� ch _ - o OHD o HEAVY DUTY OIL WATER a = SEPARATOR WITH FILTER AND i PROPOSED HYDRAMIT _ w I � FLOOR DRAIN DIAMOND PLATE COVER 0 = w INV OUT=66.83 RI = t _ WITH .GATE VALVE o M 75.1 " O / _ o n OHD _ 6 IN (FLOOR DRAINS)-67.0 o " I / Q MAINTAIN EXISTING 6" SEWER SERVICE 6 OUT=66.9 o w SEE DETAIL C-219 O / zI o ( ) _ > . O 8 0 OHD 0HD OHD 16 LF 6 SDR 35 zo o z z EN N E cr s _ / d PVC PIPE® 190. © o o �-'� o I 7 ... ..... UG RD RD RD D RD @ RD oco w \ _ o ` - _ S _ o w SMH R=74.7f S F S S S S -S S- �- Q O o = " TROUGH LNV 67.8f Q _ �� z - -_.�--G -_��- TIE-IN TO EXISTING SEWER LINE WITH 6 SMH R=72.8f \ O - -0 G - PVC SADDLE CONNECTION AT INV=66.7t INV=64.9f o ___PROPOSED STOR7 w BENCHMARK: O CONREC110N G (V.I.F.) SURVEY NAI l N . G REMOVE AND RELOCATE EXISTING ~ EL.=74.04 / I G; G G Q A ELECTRIC AND/OR DATA/COMM o N VD 88 �, LOWER EXISTING GAS SERVICE TO AVOID CONFLICT SERVICES. PROPOSED SERVICES TO BE I P SED DRAIN PIPE, IF NEEDED F _ COORDINATED WITH UTILITY COMPANIES LL 1 _ H - - - m 0 O / oy 0N, OH i"� OH OH W - 0 H W 6 tW-.:-----0 OH V�f--- 0 E O -- /� OH G G G G G G G G `-III G o 0 0 H W----- 0 OH 0 VV-- --�OH OHI��- H A \ 0 I OH SHEET T TILE \ i H I OH, -0 W---- O H it I �---' OH V�---�-- 0�. VHF--- OH 0 0 H a \ o y I ELE EL GAS I ELEC GAS �"/ O PROPOSED SECONDARY ■I PROPOSED FIRE SERVICE. O O I OVERHEAD ELECTRIC AND UtilityPlan m \ REFER TO MEP PLANS FO SPECIFICATIONS DATA/COMM SERVICES IF / RELOCATION IS REQUIRED I o 00 _ N/F SHEET NO 01 O WILLIAM E. & AUDREY P. ANDERSON, TRUSTEES v \ \ I HARBORSIDE REALTY TRUST \ // C� DEED BK 28244 PG 275\ C� y0 C5wO PARCEL 274-018 Ln N o = I D ATE OCTOBER 25 2016 o o ° ° I 20 0 20 40 o I \ / / _ ,� O c 2 I \ / � G I SCALE IN FEET v _ I SCALE 1"=20' \ `� o= o MAT HLINE O o DRAWN/DES GN BY JKL CHECKED BY MWE .� I \ C J O B NO 2015-114 C A D D F L E 2015-114 GD.DWG Ln 0 N - "24- WDA4~ 9S Ln NOTES: BAXTER NYE1. ALL SECTIONS SHALL BE DESIGNED FOR 7- HS-20 LOADING. IA. MANHOLE w02. COPOLYMER MANHOLE STEPS SHALL BE ENGINEERINGNOTES: INSTALLED AT 12" O.C. FOR THE FULL12"0 INLETS a1. ALL SECTIONS SHALL BE DESIGNED FOR DEPTH OF THE STRUCTURE. • ALTERNATE TOP SLAB H-20 LOADING. SURVEYING `/ v z (STEEL REINFORCED FOR H-20 LOADING) ALTERNATE ECCENTRIC CONE SECTION 3. PROVIDE V" KNOCKOUTS FOR PIPES WITH V R V E 1 'N G 2. COPOLYMER MANHOLE STEPS SHALL BE (STEEL REINFORCED FOR HS-20 LOADING 2' MAX. CLEARANCE TO OUTSIDE OF PIPE. TOP OF CONTROL WEIR ELEV=70.40 FINISH INSTALLED AT 12' O.C. FOR THE FULL MORTAR ALL PIPE CONNECTIONS. DEPTH OF THE STRUCTURE _ F4r 24 4. JOINT SEALANT BETWEEN PRECAST SECTIONS _ GRADE N � 2 iNv. IN=ss.So Registered Professional Engineers 8' 24" DIA. 8" 3. PROVIDE "V' KNOCKOUTS FOR PIPES NATH SHALL BE PREFORMED BUM RUBBER.�• -- SURFACE ( ) �2" MAX. CLEARANCE TO OUTSIDE OF PIPE. DIA. CATCH BASIN MORTAR ALL PIPE CONNECTIONS. 5. CATCH BASIN FRAME AND GRATE* TREATMENT ° a ° ' . (2) INV.:OUT=69.40 and Land SUrVeyOrS SEE SHALL BE SET IN FULL MORTAR BED. (VARIES - SEE PLAN) , " ADJUST TO GRADE WITH CLAY BRICK AND -` NOTE 6. " 4. JOINT SEALANT BETWEEN PRECAST SECTIONS ALTERNATE TOP SLAB MORTAR (2 BRICK COURSES TYPICALLY, rn , 1 78 North Street - 3rd Floor ° SHALL BE PREFORMED BUM RUBBER. FINISH (STEEL REINFORCED FOR HS-20 LOADING) 5. STANDARD MANHOLE FRAME AND COVER GRADE 5 BRICK COURSES MAXIMUM) L'' Qt z "DRAIN*, 6' 24" e' 00 $ ° -4 DEPTH Hyannis, Massachusetts 02601 SHALL BE IN ACCORDAN CE ° VARIES (L o a ,. MARKED c� ° m -F z WITH MUNICIPAL AND/OR STATE SQUARE o ° �, o 6 Ir N vgi SPECIFICATIONS AS APPLICABLE. .. s SEE PLANS FOR `0 �8 ° ,� Phone - (508) 771-7502 STEPS. SEE ; , SEE Q ° a 0 FINAL BACKFILL - ,. a_ `..• PIPE TYPE. AND ,' ORDINARY BORROW (M.1.01.0) Fox - 508 771-7622 w a :.; 6. DRAIN MANHOLE FRAME AND COVER NOTE 5WARNING zo w of NOTE 2. SHALL BE SET IN FULL MORTAR BED. DIAM. x� NOTED FOR APE ) v ADJUST TO GRADE WITH CLAY BRICK AND z �O o APPLICABLE o e o a \ www.boxter-nye.com MORTAR (2 BRICK COURSES TYPICALLY, 20 a a� 4 FRAME & GRATE X UTILITY °o $ y Gam' 5 BRICK COURSES MAXIMUM) v U o o 8 CPP OUTLET z w m w .... j * LABARON LF 246 w • INV.=69.40 c w rn H S rn OR EQUAL 3 v a> o:z o 48 DIA. MANHOLE c� -r rn O .:. : O �++ s w < z 48" DIA. CATCH BASIN ENGINEER TO _ 0 w �o :' A HAND TAMPEm STAMP " S T A M P o:0 R SEE NOTE 4. COORDINATE o w cOi - LEBARON w om 9':-..p:::,• n;0: go INITIAL BACKFlLL 12" CPP OUTLET r" L(r1C�Yf "r °. N SEE NOTE 4 "x w to OUTLET (� O I. a'a °: ": / HAND TAMPED INV.=69.40 `��\�' rn < FRAME & COVER GC226-2 BEE �o ad " AND PIPE TYPE. HOOD OUTLET HIVE' GRAZE w �M ao o h1ATTHEW DIA. VARIES (30 MAX) r ) m o �.:..:0'; HAUNCHING W. cn , •= N 0¢:...a sss i OR EQUAL 0 0 z v o O a a'.o *COMPACTED :1 v EDDY 00 * LABARON LK-110 rx z a DIA Z r w DIA. MARKED »DRAIN" U)F INVERT VARIES BEDDING No.43183 �W VARIES OR EQUAL w rn m z w .^ ...t ..,; •... „ rn a COMPACTED SUBGRADE,/ MUST BE O to {`C` t�3`.,R,^.::C 2ve a ° » c G 12" ' "`h ``�+p;4fS" ;'' ,c; •r 12 ASTABLE FOUNDATION., 8 WIDE CONCRETE F S T E �� m �.'.w *.s' a�'`'r Y «v?� NON-SHRINK NON-SHRINK: UNSUITABLE FOUNDATIOINS MUST OUTLET CONTROL WEIR ss/0N ENG >x TYP. GROUT BE UNDERCUT AND REPLACE WITH AI .. • , ti GROUT A SUITABLE BEDDING MATERIAL z z 12" COMPACTED , O GRAVEL BORROW • J M o * COMPACT TO 95% MODIFIED PROCTOR (MIN.) IN 6 LIFTS (MAX.) 4 O I.D. MANHOLE z z �. 'v ss COMPACT TO 95% MODIFIED PROCTOR (MIN.) IN 6" LIFTS (MAX.) » O w COMPACTED ONLY IF UNDER PAVED, CONCRETE OR HARDSCAPED SURFACE (2) 12 CPP,INLETS CONSULTANT SHELF TO BE FORMED CEMENT CONCRETE INVERT < N 12" SUBGRADE (AREAS SUBJECT TO VEHICULAR AND/OR PEDESTRIAN TRAFFIC). INV.=69.50 AT A SLOPE OF m T� FINAL BACKFILL IN GENERAL EMBANKMENT AREAS MUST BE 1" PER FOOT ' ' ` COMPACTED TO 85% MODIFIED PROCTOR (MIN.) IN 12" LIFTS (MAX.) .e' '..:ono- '�•.: •: 'd` .•$:: 12" COMPACTED off` d.: ;�,. •." e9 ..*> *** ,e, o;..:. o :o ,.•..,, `;.° .•.,... ,. FOR SANITARY SEWER 'MAINS, 6" BEDDING SHALL BE BACKFlLLED COMPACTED Q.::e :� .:Q.:,o. .. Q *: :. GRAVEL BORROW p: .O: .o; .9°t..,.; _ OB o•q.rl3 WITH 3/8"-3 4" NON-ANGULAR SUBGRADE ,o o a: a. .. °.,. °,.,,..:. �. / STONE N LIEU OF GRAVEL 1. BORROW. COMPACT TO 95% MODIFIED PROCTOR. NOTE: SEE DRAIN MANHOLE DETAIL C-101 FOR MANHOLE CONSTRUCTION DETAILS CONSULTANT C DRAW MANHOLE (DMH) N.T.S. c- CATCH BASIN (CB) WITH CAS TRAP N.T.S. c- UTILITY TRENCH N.T.S. c- NM UNDERGROUND CONTROL STRUCTURE N.T.S. ad1. 105 DETAIL 11a:.:, CoETAIL 129� COETAIL DETAIL 45' CPP ELBOW PREPARED FOR Hotwater II RealtyTrust CPP PIPE 02.250 James B. Goodwin, Tr. 45 CPP WYE O O c PLAN CPP PIPE O D O 830 West Main Street � D o� Hyannis, MA 02601 � � a � � o oaa BUILDING WALL VARIES A O Oa �O • DOWNSPOUT AND DOWNSPOUT BOOT BY O O <:.•, ARCHITECT - SEE DETAILS BY LEBARON CB FRAME O q ARCHITECT FOR MATCHING MATERIALS, - & BEEHIVE GRATE O O FINISH, AND TREATMENT CONDITIONS AT SEE DETAIL HEREON •: a DOWNSPOUT LOCATIONS. FRAME SHALL BE SET IN FULL MORTAR BED TOP OF BERM ELEV-72.0 a . ° -3'-- 0.625 BEEHIVE GRATE AT ELEV-71.0 • F� FINISHED GRADE � RIM ELEV MEASURED AT THIS A,R 22.250 +4. -3+, 8 PERF PVC UNDERDRAIN LOCATION ON BEEHIVE GRATES Amu PAVED PARKING EA 22.000 AS NOTED PLANS HELEV Ali RNM GRADE Y RAIN GARDEN PIAN1Mcs ti 19.375 1.500 a MANUFACTURER'S STANDARD TRANSITIONAL COUPLING PVC TO CPP OIL 1Y TO ACCEPT DOWNSPOUT. REFER TO ARCHITECTURAL PLANS FOR 16' FILTER MEDIA HOOD INV CPP OUi�O MATERIALS/DOWNSPOUT BOOT ABOVE GRADE TO MATCH BUILDING o000000000000000000 �V�67,00 a AND DOWNSPOUT MATERIALS. 1 °(A ' 7.000 4' DIA. CPP PIPE o000000000000 INV 65.10 CPP ENLARGER 45' CPP WYE 4' 3W30 SYSRTEM Y,' 1.250 1 ®DIA �0d��' ° a ° 6'LAYER OF 3/4 10 1-1/Y .. 7 90' CPP ELBOW A BASIN Q . WASHED CRUSHED STCINE IMPERVIOUS PRECAST CONC. CATCH B X .5% IN. + 40-MIL PE 12' COMPACTED GRAVEL BORROW(SEE DETAIL C-105) II 6.000 W LINER 0.625 h-� 20.250 :., � ,,. . .:.•-::+.,;;,t. 12' COMPACT GRAVEL ^ ;. CPP PIPE 45 CPP ELBOW PERFORATED OUTLET PIPE WRAPPED '. . -, BORROW TYPE C IN FILTER FABRIC (MIRAFI 14ON). SECTION A-A 149 SQ.INCH O FOOTING ENCASE IN 6' OF 3/4' CLEAN STONE 28.250 PASS AREA PROFILE CPP PIPE SEE DETAIL C-153A LeBARON FOUNDRY INC., BROCKTON, MASS. q CLASSIFICATION: DIESCRIPTION. + : A.S.T.M. A-48 CATCH BASIN FRAME AND TOL:� REV: �1 ° °d CLASS 30 GRAY IRON. BEEHIVE GRATE CK: DR:J.R. NOTES' FOPM 11 OU LGI COWRIX STR CTUFE PRORE N.T.S. AS OF 9-1-89 CASTINGS O rre FURNISHED WITH NO PAT NOS:LC226-2 L22G3 AT LBS:285 App. M (� 1. MIN. 6 PIPE DIAMETER (SEE PLANS FOR PIPE SIZING). ;.: �TA1(_ BLACK ASPHALT COATING. 9CALE:2': 1'-0" DATE:6-15-94 DR NO:LCG226-2 W J DWGS4 W J : o- ROOF DRAIN N.T.S. O �32 DETAIL CAPE COD U BERM W PAVED PARKING BID-RETENTION BEEHIVE GRATE G PLANTINGS FOR BIORETENTION MATERIAL SPECIFICATIONS RAVEL BASE RD TREATMENT /OW MATERIAL SPECIFICATION NOTES p L N' 3:1 TYP. EV- DI Co AT 2 CIVERS GALK M (� 3:1 TYP. DIA.PATE COVERS MM 4• \ �- FILTER MEDIA COMPOSITION HNGED h LOCIONG d �OA,V Anauc r10 FILTER MEDIA TO CONTAIN: 9'-D" '4N0 LOPA P 40% SAND 4 TON SL P-52 6" 8'-0" 6' h 20-30% TOPSOIL 3 MULCH LAYER :::::::!:::':;i:: " 30-40% ORGANIC MA IN FORM OF LEAF COMPOST 4 6" VOLUME OF FILTER MEDIA BASED ON 110% OF PLAN VOLUME TO ACCOUNT FOR SETTLING OR COMPACTION. e SANDY TOPSOIL AND SEED, OUTSIDE OF /// // // - // ///// SAND COMPONENT SHALL BE GRAVELLY SAND THAT MEETS ASTM D 422. BIO-RETENTION CROSS SECTION BUT WITHIN \\\\\\\\\ \�\\\\\� SIEVE SIZE PERCENT PASSING A 3'-0' _ . A O T RMWATER BOTTOM SURFACE ///////// / / // 2' 100 B'-1 1 4' 3' O S 0 \\ \\ \\ \\\\ \\. 18 FILTER MEDIA " } INLET aE�R OUTLET s'-o' \/\/ /\/\/ 3/4 70-10D L 2-332-P GALV. IF FILL IS NEEDED FOR SUBGRADE, FILL MATERIAL / /\//\/ \//\//\� _ + " + n \\ \\ \\ \\ 1/4 50 80 T-o DIAMOND PLATE SHALL BE SAND MEETING SPEC. PER MHD-SSHB / / / // // _ M1.04.0 TYPE B. \\\/\\\/\\\/. �`\\ \\` - n'DIA PACIK COVERS HINGED #200 0-3 3'-O' � HOLE 3'-0" AND LOCKING U THE SOIL MIXTURE AND COMPOST IN ACCORDANCE WITH MASSDEP CO 3 E OM OST SHALL BE TO 1 WASHED 16- 4 GUIDELINES. W CRUSHED STONE - CLAY CONTENT TO BE 5% OR LESS 6„ TOP U " - SOIL MIX PH TO BE BETWEEN 5.5 TO 6.5 6.7 TONS 6 DIA. SCH 40 PVC PERF. - ORGANIC CONTENT OF SOILS TO BE BETWEEN 1.5% TO 3% 2' 2" PEA STONE PIPE TO CATCH BASIN, FILTER MEDIA TESTING 1-4 1/2 3'-6 /8 A W EXISTING SUB-GRADE TO BE INSPECTED INVERT AT END=65.25 PHOSPHORUS INDEX (P-INDEX) RANGE 10-30 7-e n e" ` AND APPROVED BY ENGINEER i,//\// / //�//� LINER ANCHORED THE MEDIA SHALL HAVE AN INFILTRATION RATE BETWEEN 2-3 IN/HR r IN TRENCH TYP PROCURED FROM APPROVED FILTER MEDIA VENDORS. 1'-10 11/16' N i \ ( ) PLAN vlEw o \,N N MULCH LAYER INLET 40-MIL POLYETHYLENE LINER BY MILLER - AGED 6 MONTHS MIN. FINE SHREDDED HARDWOOD MULCH. PINE MULCH AND WOOD ENVIRONMENTAL INC, MODEL MBE#40M. ' CROSS SECTION ( ), 6" DIA CLEAN OUT CHIPS NOT ACCEPTABLE. 'FACET'M-PAC PIPE •� ,- - } LINER LIMITS SHOWN ON GRADING PLAN. COALESCING MEDIA 8 0 ,y FLOW FLOW PLACE A 3 INCH LAYER ON THE SURFACE OF THE FILTER BED. MIX HALF INTO Z m a41 SOIL FILTER MEDIA. FINISH 1 ROW O E co � ALTERNATIVE SURFACE COVER GRADE {" _....:.: ,....- BOTT5.7 TOONS OUTLET V L vJv �i A 3 INCH LAYER OF RIVER STONE OR PEA GRAVEL TO SUPPRESS WEED v 1'-0 6" DIA ....:...:....:...:.:.:.::.::.... ....... .....:........: .:......:.:.:.:.:.:...:.:.:. GROWTH. OR TURF COVER. ONLY IF SPECIFIED IN DRAWINGS. _ _. 6 DIA. ::::[. ::... . ................. . .. ........ 6'DI p 9" -T p PIPE PIPE � SHEET T TLE r; 2-1 HOLE 41 SANDY TOPSOIL (FOR TURF COVER) PIPE 9 DI 2-11' 4 INCH SURFACE DEPTH OF LOAMY SAND OR SANDY LOAM TEXTURE, WITH LESS B. HOLE OIL ME]R 8'OPILE! m THAN 5% CLAY CONTENT, CORRECTED PH 5.5-6.5, AND ORGANIC MATTER OF BI - 0 o BETWEEN 1.5% TO 3X 7' .0' N Details Plan 7._6" ; V 0 STONE JACKET OR UNDERDRAIN s� 4-s 1515 � ,.: � .:: 4'-2" SLUDGE � 1 OUTLET VARIES `,I�' i' TO 1" STONE SHALL BE DOUBLE-WASHED AND CLEAN AND FREE OF ALL FINES. 0 N SEE PLANS FOR SIZE, `Y� ❑❑ 9" DEPTH FOR STONE STORAGE LAYER, .. 3' . WEIR 9'-0" N TYPE & MATERIAL `'I.' 7'-0» N � `>P' r� UNDERDRAIN >. » 6" RIGID SCHEDULE 40 PVC PIPE WITH 3 8" PERFORATIONS O 6"O.C.. 6 _p SHEET n O 6 DIA. SCH 40 PVC / FACET" M AC ,Z l7 SEE NOTES HEREIN & BIOrETENTION PLAN PERFORATED PIPE CONNECT UNDERDRAIN ON MIN. 0.5% SLOPE (PERFORATED PIPE FOR LENGTH OF BIORETENTION COALESCING MEDIA OIL WEIR 3 AREA PLANTINGS FOR PLANTS HERE TO CATCH BASIN AREA, AND NON-PERFORATED PIPE AS NEEDED TO CONNECT WITH STORM DRAIN 2'-4 1/2" 1-4 1/2 NOTES 1 ROW Q SYSTEM. T S AND YS AS NEEDED. DEPENDING ON UNDERDRAIN CONFIGURATION. '-6 5/8" 1. OIL/WATER SEPARATOR SHALL BE INSTALLED IN ACCORDANCE WITH TOWN OF BARNSTABLE O EXTEND CLEANOUT PIPE TO SURFACE WITH VENTED CAPS AT TS AND YS. ANY C6nO CLEANOUTS IN AREAS SUBJECT To VEHICULAR LOADING SHALL BE INSTALLED WITH 8'-0" DPW SPECIFICATIONS AND PER MANUFACTURERS RECOMMENDATIONS. OUTFALL INVERT t,: . CONCRETE COLLARS. 2. THE OIL QUANTITY IN THE'DISCHARGE EFFLUENT FROM THE OIL/WATER SEPARATOR SHALL 0 INTO STRUCTURE` r,; - 9'-0" NOT EXCEED 10 PARTS PER MILLION. ' 0 0 0 0 0 0 0 0 0 D A T E OCTOBER 25, 2016 o IDENTIFIES ON PLAN LIMIT SECTION A-A 3• SEWER CCON CONNECTION APPLICRIPTION OF THE ATION. SEPARATOR SHALL BE SUBMITTED TO THE DPW WITH 1HE OF BIO-RETENTION TRENCH 4. THE OIL./WATER SEPARATOR SHAD_ BE INSPECTED MONTHLY AND CLEANED IN ACCORDANCE O CROSS SECTION & PLANTING LOCATIONS WRAP PIPE IN WITH MANUFACTURER'S RECOMMENDATIONS OR WHEN LEVEL OF WASTE OIL IS 25% OF THE nJ 3/4" STONE ENCASED AROUND FILTER FABRIC . EFFECTIVE DEPTH OR AT LEAST ONCE EVERY 3 MONTHS. INSPECTION REPORT AND J PERFORATED PVC OUTLET PIPE (MIRAFl 140N) BRING CLEAN OUT TO GRADE 5 CLEANING RECORDS SHALL BE SUBMITTED TO THE DPW WATER POLLUTION CONTROL FACILITY. / :;:,,:::::.::.::;:: ::<. SCALE NOT TO SCALE NOTE: IDENTIFIES ON PLAN LIMIT OF �_ RLTERNG BID-REl'BVT10N AREA WITH LNER AND DRAW N.T.S. c- HEAVY DUTY OIL/WATER SEPARATOR W�FILTER N.T.S. FOR PLANTING TYPES AND QUANTITIES, SEE u+ BIO-RETENTION PLANTING SCHEDULE, SHEET C3.1 a SANDY TOPSOIL AND SEEDIWO, DRAWN/DES G N B Y AL CHECKED B Y MIME 0 1531► �ETAI1_ 219 �ETAI1_ JOB N O 2015-093 C A D D F LE 2015-093DT.dwg N O N I I I i 71 BAXTE R NYE TABLE OF DIMENSIONS PLACE 5' GALV. WITNESS POST PAINTED GATE VALVE ENGINEERING Q , BLUE TO INDICATE VALVE LOCATION AS SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS. BUTT JOINT & BENDS B C D E F BENDS B C D E F : LOCATION ON EXISTING BASE AND REMOVE OLD PAVEMENT TO PROVIDE A DIRECTED. MARKER LION MAY BE SUBJECT STRAIGHT EDGE. JOINT SEALER REQUIRED BOTH SIDES. cur BACK SURVEYING "•' 6' 111/4' 8' 15" 12' 24" 12' 6" 45' 8" 30" 12' 24' 14' TO HIGHWAY DEPARTMENT APPROVAL. 6- 221/2' - 19" - - 13" 6- 90- . 30" - . 27" 12" MIN. PAST EXCAVATION SIDEWALL 8" 111/4- - 20" - . 12" 8' 45' . 30" • 24" 8" 221/2' - 22' - - 17" W 90' . 38" . . 36" FINISHED GRADE Cn 12' 111/4' 30" - - 15" 12" 45' W. 40" 12" 221/2' 1 - 35" - 25"1 12" 90' 1 - 1 60" - I - 1 52" o 0 o STREETS. DRIVEWAYS LAWNS AND O O AND WALKS cRoss COUNTRY Registered Professional Engineers C BENDS E o o and Land Surveyors O � �p r, 1 a • :. \ 1 I ADJUSTABLE VALVE BOX W LID o 0 o S SPAND IFIED�D 78 North Street - 3rd Floor B " C D F / EXISTING BITUMINOUS PAVEMENT BINGHAM & TAYLOR FIG. NO. 4905 �• z_ (SCREW TYPE) OR APPROVED EQUAL STAINLESS STEEL PAVEMENT SEE PLANS FOR SPECIFICATION Hyannis, Massachusetts 02601 rS. .. � TAPPING SLEEVE, / I� UNDISTURBED • MUELLER PROCESSED GRAVEL \�\ SOIL z N H-304MJ OR TOP VIEW BASE AS SPECIFIED EXCAVATION - EARTH OR ROCK Phone - (508) 771-7502 - EQUAL r--� ALL ROCK EXCAVATION AND FOX - (508) 771-7622 PLAN SECTION 1-1 a STONES LARGER THEN 6" SHALL M COMPACTED APPROVED / BE DISPOSED OF AND REPLACED www.boxter-nye.com TABLE OF DIMENSIONS 3000 PSI SOLID CONCRETE BACKFILL COMPACT IN / WITH APPROVED EXCAVATED TEES G H I J TEES SHALL BE USED AS FOOTING FOR 12 LIFTS TO 95% MOD. MATERIAL OR GRAVEL BORROW. DUCTILE IRON PIPE. PROCTOR DENSITY i WARNING TAPE "WATER" 6% 6'x 6" 12" 24" 24" 18' 12"x 12"x 6" 12" 24" 24 18' VALVE S T A M P STAMP 8"x Wx 6" - . - 12"x 12% 8' - - - 24" M.J. GATE VALVE - g- - 36- STAINLESS STEEL FLANGE c, ? CAREFULLY COMPACTED TO 95% (t\OF MqS 8"x 8'x 8" 24" 12"x 12 x 12" 3 TAPPING SLEEVE, MAX IN. r' MODIFIED PROCTOR SELECTED FINE �'9C"' TEESM.J. FITTING '/ � yG - MUELLER H-304MJ ;j; MATERIAL CONTAINING NO STONES OR EQUAL do �•0 o l , LARGER THAN ONE HALF INCH IN !gyp MA SIZE WHEW \ EXISTING o_o oo°o°p p o.o O' °• 6"MIN. v EDDY � CIVIL 2 2 / J WATER MAIN o % IN ROCK " No 43183 C, H WATER LINE O 01 0EMENT LINED DUCTILE IRON • d M I PIPE CLASS 52 CAREFULLY COMPACTED SELECTED A�O G N .c 1ST .0 Ia � TAR COATED FINE MATERIAL CONTAINING NO �:�FS C7 UNDISTURBED I I STONES LARGER THAN ONE HALF INCH IN SIZE ONA� SOIL a< SECTION 2-2 2500 P.S.I. a UNDISTURBED FIRM MATERIAL PLAN • CONCRETE 8 a 2'x 2' BEARING AREA. REPLACE ANY BELOW GRADE NOTES: THRUST BLOC d EXCAVATION OF UNSUITABLE CONSULTANT 1. PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD ENDS, GATE VALVES, �' SIDE VIEW MATERIAL MATH CAREFULLY COMPACTED SELECTED MATERIAL j AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR TEES). NOTES: IN 12" LIFTS. MAX. PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE VALVES. ° : a CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS. j 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING. ALL CONNECTIONS TO BE MECHANICAL JOINTS. a WATERLINE INSTALLATION REQUIRES RESTRAINED JOINTS TO BE USED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE HYDRANTS, PER TOWN OF BARNSTABLE WATER SUPPLY DIVISION REQUIREMENTS. RESTRAINED JOINTS TO NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. BE INSTALLED PER MANUFACTURES REQUIREMENTS AND RECOMMENDATIONS. CONSULTANT C_ CONCPETE TI-MUST BLOCK N.T.S. c GATE VALVE N-T-S. C TAPPING SLEEVE N.T.S. C WATB TRENCH N.T.S. 321 ` 322 301 ,: IL 31b . DETAIL DETAIL DETAIL ETA PREPARED FOR Hotwater It Realty Trust 4. 6" James B. Goodwin, Tr. 830 West Main Street 4-1/2" SURFACE 12" BITUMINOUS Hyannis, MA 02601 I TREATMENT CONC. PAVEMENT 2-1/2 VARIES (TOP COURSE) 7\ SEE DETAIL #418 6' 2- CPo1DE -GRwE SECTION SLOPE BITUMINOUS LUIS OF PAW PER FACN TOC = TOP OF CURB VARIES CONC. PAVEMENT 4' 13 4 18 TO 3" (BINDER COURSE) PAVSAW 1 HOT MIX ASPHALT SURFACE COURSE - FRONT ' A STANDARD TOP COURSE, PER MHD 3/4 DIA. PIN DOWN HOLES = r .... 3- FOR No. 5 BAR OF STALL 1 /BOC BOTT M OF CURB M3.11.03 TABLE A ° o I o1. :o.,>o. ':o a.o 2 1/2" HOT MIX ASPHALT ° o BASE/INTERMEDIATE COURSE - BINDER, PER p °•O ° . .o:p' ,:'o ::. :... 'o' Q' pa '':Q' MHD M3.11.03 TABLE A y o0 8°0 °o• O ° kt o 6 :0.,0:. a o..4• °o0. 0 0 0°o o p o 0° °° O o° c 00 8 0° ° _ o •.0......... . .. .. ... o..,. 12 GRAVEL BORROW M1.03.0 TYPE B C OR O 00. O o• ° O 8 °° p� O °° LIMIT OF LIMf�,:f i 2.. .. fl.. Q Q• ..c o B. D, OR PROCESSED GRAVEL BORROW M1.03.1 O O o O °p O 0 PAYMENT PAYM` ° o o,p. •.; 0 0,0 •. \ 0 O o 8 °o ° ,� o°o FOR CURB FOR cuArl o p'..`: OR RECLAIMED PAVEMENT BORROW M1.09.0. V-6" I 3'-0" I 1'-6- _I / ° 0 0 8 8 0, ,� O o• ° ° \ O p p o 0.:'.<5 a. `b r� ♦ r °cP 00 o o000.°0 // \ 1-►A\-SEE PAN FOR a*TYPE � � �: .g FOR ALL SPECS, AT LEAST 70% SHALL PASS o o o Oo O o o 4_10'R / \ 0o p p ° o Cb THE 3/4' SIEVE TO ALLOW FOR PROCTOR O DENSITY COMPACTION TESTING. °p o O o p cA 0*. 8 ° °° , 0 PLAN VIEW /\ O o 8 o O e o o O 0° ° ° O o 0 o NOSE DOMN CURB 8 0 \ \ °p °OA o o CO o o°o°8 0°�4 °° 0° 00 p p DONEiED JQNf N _STANDARD DUTY FLEXIBLE PAVEMENT PA RA ° ° ° o ° O ° 0 0 - J COMPACTED SUBG DE •(n FINISH 6'-p- B B� PAVEMENT PROVIDE 2 No. 5 �/� \/ / . / /.n . /\/ /�/ / /�/ / / / \ / / /�/. /� / CL / ' PLAN - BITUMINOUS CONCRETE SPILLWAY BARS/ WHEELSTOP SHALL EXTEND 2 FT a 10%. COMPOSITION AND COMPACTION ACCEPTANCE TESTS v - RIPRAP PLACED AT END OF X SPILLWAY SHALL BE FLUSH WI1H THE COMPACTED 1. OBTAIN SAMPLES FROM PLANT TO INDICA E CONFORMANCE WITH M3.11.09 „ BITUMINOUS SPILLWAY END AND NOT PROJECT n TACK COAT GRAVEL BASE ABOVE THE SPILLWAY FLOWLINE Q. 2. PERFORM PAVEMENT DENSITY TESTING AS OUTLINED IN M3.11.09 COMPACTED SEE PLAN FOR 1RFATAE11f -� a COMPACTED e' 3' e' 3. ALL SAMPLES TO BE TAKEN IN ACCORDANCE WITH THE MDOT SPECIFICAITIONS PAYE"SLOPE I P _1 1 4. MATERIALS SHALL MEET OR ACCEED THE REQUIREMENTS SPECIFIED IN SECTION M3.11.00 DIVISION III, 3• MATERIALS AND THE FOLLOWING SUBSECTIONS SLOPED SIDE ELEVATION MINERAL AGGREGATE: M3.11.04 BITUMINOUS MATERIALS: M3.11.06 M0 3" MINERAL FILLER: M3.11.05 COMPOSITION OF BASE COURSE: M3.11.02 W J DESIGN DATA SECTION B-B .SECTION A-A 5. THE BITUMINOUS CONCRETE BASE COURSE SHALL BE CONSTRUCTED IN ACCORDANCE WITH RELEVANT (� (n 1. CONCRETE STRENGTH F'C 4,000 PSI O 28 DAYS. DENSITY 150 PCF. LU - Q 2. CEMENT, PORTLAND TYPE I OR III PER C150-81. SECTIONS/PROVISIONS OF SECTION 460 FOR CLASS I BITUMINOUS CONCRETE PAVEMENT, TYPE II-1 J 3. ADMIXTURES AIR & PLASTICIZERS PER ASTM C223-82. 6. CLASS I BITUMINOUS PAVEMENT TYPE 1-1 REQUIRED PER SECTION 460. TESTING FOR BASE ~ 0 .. 4. AIR ENTRAINMENT 5X-7X. � 0 C 5. APPROXIMATE WEIGHT: 380 LEIS COURSES AND TOP COURSES SHALL HAVE A MINIMUM COMPACTION OF 95% PROCTOR DENSITY. PE+RMI'T RE+VIE+W ONLY NOT FOR CONSTRUCTION H N 6. CENTER WHEELSTOP ON PARKING STALL TESTING TO BE COMPLETED BY METHODS OUTLINED IN M3.11.00 _ •� p S N C CONCRETE WFEL STOP N.T.S. c- CAPE COD BERM (CCB) N.T.S. c- STANDARD CURB OPTING AM SPILLWAY N.T.S. c- BITUMINOUS CONCFETE PAVB E NT SECTION N.T.S. w � a 411 415 41$ O CU CO DETAIL C>ETAIL C)ETAIL METAIL 4 THICK CONCRETE m SIDEWALK (TO BE 8'-p. (TYP.) 6" THICK IN FRONT OF OVERHEAD 23 /4' MIN. DIA. HORIZ. ULL WID RAIL W 16D GALV. FASTENER SLOPE ` SLOPE DOORS AND AREAS / OF RAMP SUBJECT TO PARKING SIGNS THRU POST INTO DOWEL CURB IF REQUIRED VARIES VEHICLE LOADING) FOR HANDICAPPED (SEE PLAN) SEE PLAN FOR PLACEMENT iv 2' O 'cal (2% Max) FINISH 1.519 TYPI ( I Info. HANDICAPPED RAMP (SEE RAMP 0 6 EL FINISH see Plans for AddltTona GRADE „ DETAILS FOR APPROPRIATE DETAIL d S VAN ACCESSIBLE ) 2 PAVEMENT x x�- �j���?,a���y� HANDICAP SPACES 1n 2 1/8' WIDE X 2 1/4' LONG � x 4 soup WHITE STRIPING N z EACH. END TYP. PLAN OF DETECTABLE WARNING O 45% 8" O.C. POST SURFACE a m 4 1/2' MIN. DIA. CEDAR POST LLI / EXPANSION 0 O.C. TYP.aa. • • . 4 4 .< m 6 VARIES PER MANUF. o PREMOLDE_ JOINTI. • .ea - T- 'SIDEWALK v _•. ''a io Q NOTE: ACCESSIBLE RAMPS JOINT FILLER " 2 ') I•'• SEALANT a . b ° :.. FENCE N 13/16' X 2 5/r$' PICKETS �t.I`' " 4 REIF.'CONC. SLAB T- n . a d C O.2 HAND CURB RAMPS WHERE- WHEN .. = _ ' ' ,d FASTENED TO RAJL W/1 3/4" '� SEPARATE W/ 6 X 6 W 1.4 X W 1.4 ( -I _ - , -,.,.. POURING OF A SE A ATE ALUMINUM FASTENERS (2 TOP �. REQ D1H Nr:M INTEGRAL COLORED Lu W.W.M. 6' STEEL POST - ''`' & BOTTOM RAIL, 1- MIDDLE RAIL) '- `. ' ' �y FOR A rn CONCRETE IS REQUIRED. 1- _ SECTION OF 'DOME STAMP �9 MAXIMUM SLOPE 2% IN ALL - - _. - - - - - _ _ -- _ _ = I - :_ _ = INSTALL SHEAR DOWELS Q " - - I=1 =1 I =1 I I=1 I I-III-III :III-III-I I i-I I I H III-I 11- PATTERN IN SURFACE 6 GRAVEL BORROW DIRECTIONS DOUBLE -_. I I-II ,,, I I... I... - - - I- I_ - - » » 2'-0" O.C. AND KEYWAYS TO 0 (COMPACTED) �. _ GATES =1 I I III-1 I' 71 11= I I h I _I I =1 I I I I=III_ 35 .35 a = -. I I = .- 1 CLR PREVENT HEAVING OF RAMPS Li- 1-_: =-- -1 1 :III- 0.9 DI - - WITH ADJACENT SIDEWALK OR � o SECTION Ss - " - _ - 0.2 H b O� o m =1 1 _- 111= 4 COMPACTED GRAVEL I- . I c , •I I 11- " CONCRETE SURFACE. NOTES: =1 I I - - y O O 2.35 cEo 1/2 z PLAN 1= I AROUND POST (rYP.) - - 111= 1 -I I 2.35 O �O O `O O • VAN VAN =III - 11= I I N 1 I Il I I- " _ =1- 1. CEMENT CONCRETE STRENGTH a 11=-_ 1 =1 1 =_ 111= :- - 2.35 L TO BE 3500 PSI AT 28 DAYS. w -: - -moo' o 0 m 1 S c DROP RtOD THROUGH =III _- 111; I=- = I - - ' I 1� .3 .3rJ ASPHAL'.T OR CONCRETE _ _ _ I I=11 I=1 I I -1 I I-111-1 - SHEET T T L E a 2. PROVIDE EXPANSION JOINTS III I I SQUARE PATTERN AT MIN. 16 FEET O.C. WITH CONCRETE �, PLAN FOR EI01TH GATE LEAFS I I i- TRIANGULAR PATTERN o PREMOLDED JOINT FILLER. SIDEWALK (EITHER PATTERN IS o ACCEPTABLE) ; 3. PROVIDE TOOLED DUMMY 1/2 PREFORMED DUMESTER ENCLOSURE DletallS Plan EXPANSION JOINT 1 FENCE NOTES: PLAN `OF DOME STAMP PATTERN IN -1 JOINTS AT 4' O.C. N.T.S. 0 1. ALL FENCING MATERIAL SHALL BE NORTHERN WHITE CEDAR, SURFACE 4. PROVIDE BROOM FINISH IN BLDG. FACE OR SAWN TO THE DIMENSIONS SHOWN ON THE DRAWING, N " " ALL DETECTABLE WARNING AREAS OF THE RAMP ARE TO HAVE AN INTEGRAL RED, DIRECTION PERPENDICULAR FIXED OBJECT 2. ALL FENCE POSTS SHALL BE TREATED WITH CCA ON ALL SIDES. BrtrUMINOUS OONCREM PAVEMENT YELLOW, OR OTHER CONTRASTING COLOR (COLOR PER OWNER OR ARCHITECT) r+ TO CURB. » ' 3. POSTS SHALL MAINTAIN A MIN. DEPTH OF 36" IN GROUND AND 5'-0" 8-0 8'-0" 8'-0" 8'-0' �000 P51 corENr CONCRETE ,!+a�e• fXIMMPACiED SHEET N O JOINT DETAIL BOTH WAYS SHALL BE RACKED TO ACCOMODATE ANY CHANGES IN GRADE. CURB RAMPS MUST HAVE DETECTABLE WARNING FEATURE EXTENDING THE FULL 0 3' 4. LINE OF FENCE TOP AND BOTTOM SHALL BE INSTALLED STRAIGHT WIDTH OF THE RAMP (MID-WALK "IN-LINE" RAMPS ONLY NEED DETECTABLE WARNINGS AT WALK/PARKING TRANSITION). THE DETECTABLE SURFACE MUST CONSIST o '6 A . AND TRUE. ALL POSTS AND FACING BOARDS OR SLATS SHALL OF RAISED TRUNCATED DOMES WITH THE DIAMETER OF NOMINAL 0.9 INCHES, A PAD NOTES: BE INSTALLED PARALLEL AND PLUMB. ALL RAILS SHALL BE •„ C6m I HEIGHT ON NOMINAL 0.2 INCHES AND A CENTER-TO CENTER SPACING OF NOMINAL 1. CEMENT CONCRETE STRENGTH INSTALLED PARALLEL AND TRUE. 2.35 INCHES. THE TEXTURE OF THE ,DETECTABLE WARNING FEATURE MUST CONTRAST u1 » GRAVEL BASE c0 TO BE 4000 PSI AT 28 DAYS. WITH THE SURROUNDING SURFACES (EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT).,-, 4 SOLID WHITE EPDXY RESIN 5. ALL GATE HARDWARE SHALL BE DOUBLE DIP HOT GALVANIZED. 0 2. PROVIDE EXPANSION JOINTS - DATE OCTOBER 25, 2016 N PAVEMENT MARKING (20 ML. THICKNESS) TYP. SEE ABOVE. - O PAD PERIMETEe AT MIN. 16 FT. O.C. WITH PRE- PROVIDE HAUNCH AROUNDLDED ; -� 3�PROVIDE BROOM FINISH IN PAD NOTES: ACCEPTABLE COMPOSITE TACTILE WARNING SURFACE: tY DIRECTION PERPENDICULAR TO 1. CEMENT CONCRETE STRENGTH TO BE 4000 PSI AT 28 DAYS. ADA SOLUTIONS, INC. - BILLERICA, MASS. OR EQUAL TRAVEL 2. PROVIDE EXPANSION JOINTS AT MIN. 16 FT. O.C. WITH PRE- MOLDED JOINT FILLER. T p�� _ / y 1�A�uyl+ �pV1�I/� �T��1I1Ap1� V�yrt• 3. PROVIDE TOOLED DUMMY JOINTS AT 8' O.C. C- TACTILE MINING N.T.S. S C A L E NOT TO SCALE C CONC13E I E SIDEWALK K N.T.S. C- HANDICAP P/'ifWl�u1 AND S ANDAFID STALL LAYOUT OU 1 N.T.S. C_ �STIER PAD N.T.S. 4. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO TRAVEL Ln DRAWN/DES GN BY JKL CHECKED BY MOUE N 420 : C>ETAIL C>ETAIL 4+2-8 �ETAII 45r3-A (DETAIL JOB No 2015-093 C A D D F LE 2015-093DT.dwg Ln N O I h STONE TO EXTEND UP SLOPE TO 1' Section view al ABOVE TOP OF END SECTION AND 2 OUTSIDE OF END SECTION Section View BAXTER NYE 75 1-1/4" x 1-1/4"x 4' WOOD STAKE AT 8.3 FT O/C SITE 50' ENGINEERING & " OR APPROVED EQUAL (MIN.) 10' O Discharge into v (MIN.) unconfined section Q o C -No Defined Channel Z SURVEYING now � STONE LINING TO BE e.Qo-'.; o:`o;eb,o?J:ecia9•.. .Qa,; NGCA PER MHD SPEC M2.02.3 MIRAFl SILT FENCE (MIRAFI 100X) ?; d"ooQop.o";�,:z >od;8eti:°o?oeao EX\`�MEN� o OR APPROVED EQUAL II Cl^ '. . •...Q�;o,>fl.:ay�::N, °o o 0 Registered Professional Engineers PLAN vlEw and Land Surveyors r PLAN VIEW TOP OF CHANNEL MAY VARY - SEE PLAN FOR LAYOUT - p TOP OF STONE - SEE PLAN FOR LAYOUT OF STONE 78 North Street - 31rd Floor PLAN VIEW Section , V w Hyannis, Massachusetts 02601 , 1 FT UNLESS OTHERWISE NOTED ON PLAN SITE 50' Minimum hei ht of riprap shall C WORK MIN. EXISTING CL of existing swale be 1q, unless otherwise AREA PAVEMENT Far edge of existing swale noted on the Ian. g g Phone - (508) 771-7502 4-(MIN.) 3, S Far edge of riprop CL of riprop P 1 Section See plan for slope - :.v''. °ae.;° a'.°°." °'O a°�� \� View Filter Both -- 6" Min FOX (508) 771-7622 8' min. embedment FLOW PROTECTED FILTER MOUNTABLE BERM I Slo Oz�- a \ 4" min. typ. i Downstream WWW.baxter-nye.COm FABRIC M channel invert AREA Riprop to tie into (WETLAND) 1?" CRUSHED STONE E existing grade STONE DEPTH TO BE 1.5 TIMES THE MAX. b d-1.5 x Max Stone Diameter �J ih end of apron With STONE DIA. BUT NOT LESS THAN 12" I i TOP OF but not kea than 12j no fall MIRAFl FILTER FW700FABRIC EQUAL PROFILE VIEW 1�.0J S T A M P2'�`Tu nF n Cv + S T A M P GROUND '�` GROSS-SECTION Fitter cloth, Mirafi PROFILE VIEW Y -y T . 7oox or Equal I �1'min p `I,,TTIs`l r t 6" EMBEDMENT 4, Existing Swale grade 4„ < T f ` `- NOTES: e• �.Y� E � (MIN.) inimum height of riprap shall be I`as"�.43183 1. ENTRANCE WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT 6" one (1) foot, unless otherwise noted -O O 4 e on the plan. •� 4(; LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 1' (MIN.) PLACE 4" OF FABRIC 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH Fifer clotn,Mirati I Width to vary from three times the pipe FILTER FABRIC of SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC 7oox or quaI diameter A pipe outlet (3' Min.)--� MIRAFl FW700 OR EQUAL ---� ' ALONG TRENCH AWAY RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH to W as specified in Plan Sheets Bottom width to vary. See plan FROM PROTECTED AREA ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT (15 FT UNLESS 07HERKlSE NOTED ON PLAN) SECTION VIEW -�for actual dimensions. BACKFILL AND TAMP OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, SECTION VIEW DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE CONSTRUCTION SPECIFICATIONS: REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. 1. ANY FILL REQUIRED SHALL BE COMPACTED TO APPROPRIATE DENSITIES. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. �E 2. GEOTEXTILE SHALL BE PROTECTED FROM PUNCHING, CUTTING, OR TEARING. ANY CONSULTANT 1. Stone to be set level if discharging to natural drainage. DAMAGE SHALL BE REPAIRED BY OVERLAYING ANOTHER PIECE OF FABRIC OVER THE 2 Stone to conform to slope when stabilizing cut or rill slope per plan. Bottom of stone shall DAMAGED PORTION WITH A MIN OF 12" OVERLAP OR COMPLETELY REPLACING FABRIC. be flaired and level at bottom of slope for min. distance of 10 ft. unless otherwise noted on 3. THE STONE SHALL BE PLACED SO THAT IT BLENDS IN WITH THE SURROUNDING the plan. GROUND (IMPORTANT: IF THE STONE IS PLACED TOO HIGH THE FLOW WILL BE FORCED J. Stone to be per M2.023 OUTSIDE OF THE CHANNEL CAUSING EROSION]. 4. See Plan sheets for pipe specifications. C- SILT FENCE BARHER N.T.S. C- STABILIZED CONSTRUCTION EXIT N.T.S. c- RIP-RAP OULET PROTECTION I N.T.S. c STONE CI'IANNEL PROTECTION N.T.S. CONSULTANT 602 DETAIL DETAIL s1s DETAIL s21 . �=AII_ I _.., VERTICAL RECTANGLE DUMP STRAP 1" REBAR FOR DUMP STRAP FROM INLET 5' C BAG REMOVAL BAG DEPTH TO 4 ® PREPARED F O R SEDIMENT CONTROL TOP OF PIPE ®O two BAG "SILTSACK" OR BLUE BACKGROUND s• Hotwater It Realty Trust EQUAL • • t D James B. Goodwin, Tr. 4" 4" R 830 West Main Street WID INSTALLATION DETAIL • GTH Hyannis, MA 02601 0 t 2 EACH SUM STRAPS * EXPANSION RESTRAINT CB STYLE LENGTH WIDTH DEPTH (1/4" NYLON ROPE, 2" 1'-0" 8" FLAT WASHERS) TYPE 1 CB 24" 20" VARIES `J o a TYPE 1 CCI 29.5" 24 VARIES ��yursww'M@WI °linau�wrkpwwwwuururvmiw+w.+ w..,1+w. .,, SA G2 VARIES N U 27.5 32.5 i BAG DETAIL 3" MIN. SIGN A B C D INLET SEDIMENT CONTROL DEVICE - SILT SACK 2" MIN. NOTES: 12'X18" 12" 18" 1.5" 1.5" 1.zr` THE DIMENSION CHART ABOVE IS FOR STANDARD CATCH BASINS AND INLETS ONLY. THE } CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CORRECT SIZE DEVICE FOR EACH INLET. 2'-0" R ,� O"U) FOR NON-STANDARD CATCH BASINS AND INLETS, THE CONTRACTOR SHALL MEASURE DIMENSIONS C IN THE FIELD AND ORDER THE APPROPRIATE SIZE(S). k 1 CU THE INLET SEDIMENT CONTROL DEVICE SHALL BE OF HIGH FLOW DESIGN (200 GAL/MIN/FT), AS X PER THE MANUFACTURER'S SPECS. LU THE SEDIMENT CONTROL DEVICE SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED Q A MINIMUM ONCE PER MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. FILTER SHALL BE CLEANED IN A MANNER WHICH ENSURES THAT ALL SEDIMENT REMAINS ON SITE. SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF THE INLET IS NOT APPROVED. RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING FILTER FABRIC INLET NOTES; 0 SACKS, SIZE OF FILTER INLET SACK TO BE DETERMINED BY MANUFACTURER. 1. SYMBOL SHALL BE CENTERED IN THE PARKING STALL. m .J THE FILTER SHALL BE REPLACED OR CLEANED WHEN THE BAG BECOMES HALF FULL 2. SYMBOL SHOULD BE WHITE ON A BLUE BACKGROUND. M cn Q C- SILT SACK N.T.S. C- HANDICAPPED PARKING STALL SYMBOL N.T.S. c- ACCESSIBLE PARKING SIGN N.T.S. I- _ = N 628 DETAIL 703 DETAIL 727 M ET.411_ Lo w "� C NOTE: OFFSET SIGN 3 Fr. FROM FACE OF 1 -3/4" 12 GAUG CURB WHEN REQUIRED FOR CAR OVERHANG o IMPERVIOUS TOP SOIL MIX 6" MIN. COMPACTED DEPTH O � � E 3/8" DIA. HEX HEAD o SURFACE D_ �1 RI BOLT WSHEX NUT AND o VARIES LOAM AND SEEDWASH ►A LL T M SEE LAYOUT SHEET ° TIE WIRES - - -•L W FOR SIGN FACE ° GRADEFINISH o FINISHED GRADE TOP RAIL 1. 50 INTERVALS NOLL POSTS T EXCEEDING BE D j 0 FEET. p o \ 2. END, GATE AND CORNER POSTS L APPROVED SHEET METAL C' o 'o' :; ". o /\//\/�\��\�� W11,6-ITER RAIL SHALL BE BRACED TO ADJACENT TRAFFIC SIGN FACE o o' /��/��/��/ LINE POSTS. (MORE THAN 30• O IN o o,, ...,° CHANGE IN DIRECTION F- o �����\\\i STONE GRAVITY WALL TRUSS ROD CONSTITUTES A CORNER) t1 o ° �` o m ////� /� 0 Ob ° 0 o t /\� ° o O° ��\ ° O /\7T�ELABLE ELECTRIC 3. FABRIC SHALL BE 0.149" WIRE (9 Z I o I Sn oW 3 j\�j o O ° O \� WARNING TAPE 6" BELOW 6" CRUSHED STONE BEHIND GUAGE), WOVEN INTO U 1- 3/4" GALVANIZED STEEL o o J I o � o 0 o Oo O o \ GRADE WALL FORt DRAINAGE APPROXIMATELY 2" DIAMOND fq SQUARE SIGN SUPPORT ° o o j�� g ° O \ 2"4 12 GAUGE Z \ ° i MAINTAIN 12" BETWEEN \/ / / / / / / //\/ //\�/\\�/\\�//\�//\�//��/\��/ //� MESH. KNUCKLE FINISH TOP W C onj2 p . \�� o Oo O ° �\/ POWER AND COMMUNICATION (, I I A EDGE, TWIST EDGE ON BOTTOM. w x o M / O o 0 o 00 i CONDUITS ANTS �\ O �\ ( ) �] U FABRIC COATING AND TREATMENT PATCH, REPAIR AND no ° \� ° ° O o O o COMPACTED FILL M AS FOLLOWS: REPLACE EXISTING SURFACE �x o /\�/ O o ° O O \, 6" MIIN. F ELEVATION ZINC-COATED (ASTM A392 W IN KIND. BLEND TO MATCH c9 \/ ° P o °O 8 O O \� ALL DUCTS SHALL BE 4" HOT DIP GALVANIZED BEFORE EXISTING OR REPAIR ANY Z / / O SCH. 40 PVC. 3 BREAK-AWAY DETAIL DISTURBED AREAS OF o WEAVING) STEEL FABRIC BASE. �� '` '" TOP OF DUCTS SHALL BE _ LOAM /SEED-SOD w o a / .; .: ::. ' :;r :: "•_.'• '''. / OR LANDSCAPING 00 �� \� WIRED TO DUCT SPACERS. 3/8" DIA PAN HEAD ;•. .. ,:C.: ' . • •.'• MACHINE SCREW /� "' �/� AVERAGE STONE TOP RAIL [ALTERNATE VINYL COATING] 0 LL MINIMUM 4" CONCRETE FENCE FABRIC TO THEN BE U m a Z W/HEX NUT ° °� HEIGHT=1.5'-2' POLYMER COATED PER / ENCASEMENT AGROUND E Ld & WASHERS `o iv . •'aa: , FENCE FABRIC ASTM F668 (CLASS 26 m M a M \� EXTERIOR " a, •+� / _ FUSED AND ADHERED), o +•'� ��� PROVIDE CONTINUOUS �14 i ° °" ' GRADE CORNER END OR of COLOR BLACK. L o j// :a' ,� �/ STEEL REINFORCING BARS AT LINE POSTS CENTER �a `° o LOCATIONS SHOWN. BARS ON 12" MIN• [CHOOSE ALTERNATE OR Q SHEET T TILE ` RAIL a FIBER OR PVC o �� �.: * . /�� EAWIRED CH IDETBA DUCT SPACERS.NK SHALL BErNADTNE SOILS 6" CRUSHED STONE oo DELETE] ALUMINUM COATED m / WASHER ° �� \\� OVERLAP ALL ENDS A ° I STEEL FABRIC PER ASTM A491. 1" WASH O �rkJo p )C o \\� \ n. \ \ \ \ \�� MINIMUM OF 6". OUTLET O ENDPOF WALL FIN. GRD. 4. FENCE POSTS AND RAILS SHALL Details Plan �p Uo l FILTER FABRIC 0 \ \��5 ���/n �f� ° /��/ / \� /��\\/ \/ \/�\ \ // OR ® 40' CENTERS MAX. MIRAFl 160H OR EQUAL RECEIVE THE SAME COATING E.y o \�� i/\ ° W/FILTER FABRIC AND TREATMENT AS THE FENCE 0 �/ / �� a 3" SLOPE TO DRAIN (1/8"/FT) o FABRIC (DESCRIBED ABOVE). Z FILLED BASE CONCRETE ��/���/ \���\/� SIGN o SUPPORTS AND SPACERS AT PLASTICPROVIDE INTERLOCKING on I 5. REFER TO MANUFACTURER ' \// \\� ° 4" 28" 4" CONCRETE FOOTING in (IF REQUIRED) o INTERVALS NOT EXCEEDING (2500 PSI) SPECIFICATIONS FOR POST J SHEET � O 0 5' , THAT PROVIDE 3" VERTICAL a m DIMENSIONS. POST SPACING NOTES: 0 36" AND HORIZIONTAL SPACING TO BE PER MANUFACTURER ` BETWEEN DUCTS. WITH 10 FT MAX. SPACING. 0 � 1. TYPICAL MOUNTING HEIGHT (UNIQUE CONDITIONS MAY REQUIRE NOTES: 10" DIA. ® LINE POSTS ° OR 1'-4" ® CORNER 5. GATES TO BE PROVIDED (SEE C6n2 ADJUSTMENT):N URAL AREAS, ROAD SHOULDERS AND AREAS WHERE NO o 1�AENY POWER (PRIMARY AND/OR SECONDARY) AND DATA/COMM LAYOUTS SHOWN ON THE SITE OR END POSTS PEDESTRIAN OR PARKING MOVEMENTS ARE EXPECTED: 6 FT. FROM o 1. PROVIDE APPROVED FILTER FABRIC BEHIND WALL (TYPICAL). PLANS) SHALL RECEIVE THE PLAN SHALL BE INSTALLED PER THIS DETAIL IF A SPECIFIC DESIGN IS PROVIDED BY THE UTILITY v1 THE BOTTOM OF THE SIGN TO NEAR EDGE OF PAVEMENT. COMPANY OR MEP ENGINEERS THOSE DESIGNS SHALL SUPERCEDE THIS DETAIL 2. BURY FIRST COURSE MIN. 12" BELOW GRADE BASE STONE TO BE PLACED ON EXISTING SECTION SAME COATING AND TREATMENT o - IN SIDEWALK OR AREAS WHERE THERE IS PEDESTRIAN MOVEMENT 2• PROVIDE 4000 PSI CONCRETE FILL AROUND DUCTS. UNDISTURBED GROUNG, NOT ON FILL AS THE FENCE FABRIC D A T E OCTOBER 25, 2016 n' AND PARKING: 7 FT FROM THE BOTTOM OF THE SIGN TO THE SIGN PANEL ATTACHMENT (DESCRIBED ABOVE). PROVIDE 3. CONCRETE MAY BE POURED DIRECTLY INTO OPEN TRENCH WITHOUT FORMWORK. NECESSARY HARDWARE AND SIDEWALK OR NEAR EDGE OF PAVING (IF A SECONDARY LOWER SIGN 4. DUCT SPACFRS TO BE USED AT 5'-D" CENTERS. BETWEEN DUCTS. LOCKABLE LATCH. SIZING PER E" IS MOUNTED, Fr SHALL NOT PROJECT MORE THAN 4 INCHES INTO i THE PEDESTRIAN FACILITY.) - HANDICAP PARKING SIGNS: 6 Fr. TO THE BOTTOM OF THE SIGN MANUFACTURER REQUIREMENTS. i (NOT TO EXCEED 8 FT TO THE TOP OF THE SIGN) C- TRAFFIC SIGN POST N.T.S. C- UTILITY DUCT BANK (POWER, DATA/COM) N.T.S. C- LARGE STONE GRAVITY WALL N.T.S. C- CHAIN LINK FENCE N.T.S. a SCALE NOT To SCALE ,,, DRAWN/DES GN BY JKL CHECKED BY MWE N 715 DETAIL a32 DETAIL 922 n DETAIL sos DETAIL JOB No 2015-093 C A D D F LE 2015-093DLdwg Ln N 0 MODEL 330XL RHD STAND ALONE B Q TER N I E ALL LARGE L LARGE R B SMALL R B /�/� CULTEC RECHARGER®330XLHD PRODUCT SPEC F CAT ONS CULTEC HVLV""FC 24 FEED CONNECTOR PRODUCT SPEC F CAT ONS - - - - - GENERAL END DETA L END DETA L ENGINEERING & GENERAL CULTEC HVLVT FC 24 FEED CONNECTORS ARE DES GNED TO CREATE AN NTERNAL MAN FOLD CULTEC RECHARGER@ 330XLHD CHAMBERS ARE DES GNED FOR UNDERGROUND FOR CULTEC RECHARGER MODEL 180HD,28OHD AND 330XLHD STORMWATER CHAMBERS - SURVEYING /`11- STORMWATER MANAGEMENT THE CHAMBERS MAYBE USED FOR RETENT ON, - V U R VE YI N G RECHARG NG,DETENT ON OR CONTROLL NG THE FLOW OF ON S TE STORMWATER CHAMBER PARAMETERS e MODEL 330 XL p •--"'N RUNOFF 1 THE CHAMBERS WLL BE MANUFACTURED BY CULTEC,NC OF BROOKF ELD,CT(203 775 4416 52 O" [1321 mm] R RH D STARTER CHAMBER PARAMETERS OR 1 800 428 5832) UN TS ARE USED AS S NGLE �,. 1 THE CHAMBERS W LL BE MANUFACTURED BY CULTEC, NC OF BROOKF ELD,CT 2 THE CHAMBER W LL BE VACUUM THERMOFORMED OF BLACK H GH MOLECULAR WE GHT H GH (203 775 4416 OR 1 800 428 5832) DENS TY POLYETHYLEN E(HMWHDPE) STAND ALONE SECT ONS 2 THE CHAMBER INLLBE VACUUM THERMOFORMED OF BLACK HGHMOLECULAR 3 THE CHAMBER W LL BE ARCHED NSHAPE MODEL 330XL SHD STARTER MODEL HD Registered Professional Engineers WE GHT H GH DENS TY POLYETHYLENE(HMWHDPE) - _ _ _ _ _ _ _ _ _ _ and Land Surveyors 4 THE CHAMBER W LL BE OPEN BOTTOMED SMALL R B LARGE R B 3 THE CHAMBER W LL BE ARCHED N SHAPE 5 THE NOM NAL CHAMBER D MENS ON S OF THE CULTEC HVLV-FC 214 FEED CONNECTOR SHALL �w 4 THE CHAMBER W LL BE OPEN BOTTOMED BE 12 NCHES(305 MM)TALL,16 NCHES(406 MM)W DE AND 24 2 NCHES(614 MM)LONG _ +.».••� „ 7J8 North Street — 3rd Floor � ,,� 5 THE CHAMBER W LL BE JO NED US NG AN NTERLOCK NG OVERLAPP NG R B METHOD 6 THE N OM K AL STORAGE VOLUME OF THE HVLV-FC 24 FEED CON N ECTOR W LL BE 0 913 FT3 I FT 102 O [2591 mm] HyannlS, Massachusetts 02601 CONNECT 0NS MUST BE FULLY SHOULDERED OVERLAPP NG R BS,HAV NG NO (0 085 M3/M) W THOUT STONE *+1 SEPARATE COUPL NGS OR SEPARATE END WALLS p n MODEL 330 XL SHD STARTER t 7 THE HVLVT•'FC 24 FEED CONNECTOR CHAMBER SHALL HAVE 2 CORRUGAT ONS NSTALLED LENGTH 84 O [2135 mm] - t. 6 THE NOM NAL CHAMBER D MENS DNS OF THE CULTEC RECHARGERO 330XLHD SHALL 6 THE HVLV-FC 24 FEED CONNECTOR MUST BE FORMED ASA WHOLE CHAMBER HAV NG TWO U N TS ARE"E USED j BE 305 NICHES(775 MM)TALL,52 NICHES(1321 MM)W DE AND 85 FEET(259 M) OPEN END'rtALLS AND HAV NG NO SEPARATE END PLATES OR SEPARATE END WALLS THE UN T SMALL R B LARGE R B TO BEG N A L NE MODEL HD Phone — (50Q8) 771-750�2j LONG THE NSTALLED LENGTH OF A JO NED RECHARGER@ 330XLHD SHALL BE 7 W LL F T NTO THE S DE PORTALS OF THE CULTEC RECHARGER STORMWATER CHAMBER AND 1-aX — (5OU) 771 762E s FEET(213 M) ACTAS CROSS FEED CONNECT ONS CREAT KG AN NTERNALMANFOLD , w.. 7 MAX MUM NLET OPEN NG ON THE CHAMBER ENDWALL S24 NCHES(600 MM) 9 THE CHAMBER W LL BE DES GNED TO W THSTAND AASHTO H 25 LOAD RAT KG WHEN NSTALLED MODEL 330XL HD nTERMED AT[' WWIN,6aXtP.r—n1/P.•C°ITI ACCORD NGTOCULTEC'S RECOMMENDED NSTALLATON NSTRUCTONS C MC. ATE www.boxter—nye.com �! 8 THE CHAMBER W LL HAVE TWO S DE PORTALS TO ACCEPT CULTEC HVLVTM FC 24 MALL R B LAR E R B FEED CONNECTORS TO CREATE AN NTERNAL MAN FOLD THE NOM NAL D MENS ONS 10 THE CHAMBER SHALL BE MANUFACTURED N AN SO 9001 2000 CERT F ED FAC L TY „ �� 20LTM 30 5 775 mm /'► OF EACH S DE PORTAL W LL BE 10 5 NCHES(267 MM)H GH BY 12 NCHES(3D5 MM) CULTEC NO 20L POLYETHYLENE L NER [ ] Locus ►y�a N Scale:1 �2000 W DE MAX MUM ALLOWABLE P PE S ZE N THE S DE PORTAL S 10 NCHES 250 MM _ GENERAL „ � P • � � � S T A�VI-�P�4� � S T A M P 9 THE NOM NAL CHAMBER D MENS ONS OF THE CULTEC HVLVT"FC24FEED CULTEC NO-20L POLYETHYLENE LNERSDESGNEDASAN MPERVOUSUNDERLAYMENTTO 14 [356 mm] MODEL 330 XL HD NTERMED ATE CONNECTOR SHALL BE 12 NCHES(305 MM)TALL,16 NCHES(406 MM)W DE AND 24 2 PREVENT SCOUR NG CAUSED BY WATER MOVEMENT W TH N THE CULTEC CHAMBERS AND FEED ' NCHES(614 MM)LONG CONK ECTORS UT L Z N G THE CULTEC MAN FOLD FEATURE - 1 I--�-12 0" [305 mm] UN TS ARE USED AS M DDLE MODEL HD 21ATT 10 THE NOM NAL STORAGE VOLUME OF THE RECHARGER@ 330XLHO CHAMBER W LL BE LINER PARAMETERS 34 5" [876 mm] 10 5" [267 mm] SECT O N S TO EXTEND THE ,'� NEVI/ 7459 FT3/FT(0 693 M3/M) W THOUT STONE THE NOM NAL STORAGE VOLUME OF <. U W cP '7.•• A JO NED RECHARGER@ 330XLHD SHALL BE 52 213 FT3/UN T(1 478 M3/UN T) 1 THE L N ER W LL BE PROV DED BY CULTEC,NC OF BROOKF ELD„CT(203 775 4416 OR 4 U EDDY j W THOUT STONE 1 800 428 5832) 52 0" [1321 mm] LENGTH OF A L NE C)v)L . 11 THE NOM NAL STORAGE VOLUME OF THE HVLVTM FC 24 FEED CONNECTOR W LL BE 2 THEL NER W LL BE BLACK N APPEARANCE No, 43183 ,N 0913FT3/FT(0085M3/M) WTHOUTSTONE MODEL 330XL EHD EKD 12 THE RECHARGER@ 330XLHO CHAMBER W LL HAVE F FTY SXD SCHARGE HOLES 3 THE L NER W LL HAVE A NOM NAL TH CKNESS OF 20 M L(051 MMI) R CULTEC RECHARGER 330XL HD CHAMBER STORAGE 7 459 CF/FT [0 693 m3/m] T�ssC/STEREO BORED NTO THE S DEWALLS OF THE UN TS CORE TO PROMOTE LATERAL - /0Cj ., CONVEYANCE OF WATER 4 THE L N ER W LL HAVE A WE GHT OF 93 LBS/MSF(453 G/M2) NSTALLED LENGTH ADJUSTMENT 1 5' [0 46 m] MALE 13 THE RECHARGER@ 330XLHD CHAMBER SHALL HAVE 16 CORRUGAT ONS ALL RECHARGER 330XL HD HEAVY DUTY UN TS ARE MARKED W TH A COLORED MODEL EHD 5 THE LNERWLL HAVE A TEN SLESTRENGTH@ BREAK I'(254 CM)OF75LBS(334N)PER MODEL 330 XL EHD END UN TS , , , . . . . • • • " • • • • • . . . . • , 14 THE ENDWALL OF THE CHAMBER,WHEN PRESENT,IN LL BE AN NTEGRAL PARTOF ASTM D6693 TEST NGMETHOD STR PE FORMED KTO THE PART ALONG THE LENGTH 1�OF THE CHAMBER [� �• THE CONT NUOUSLY FORMED UN T SEPARATE END PLATES CANNOT BE USED W TH S DE PORTAL ACCEPTS CULTEC HVLV FC 24 FEED COI\n ECTOR ARE USED TO END THE LENGTH TH S U N T 6 THE L N ER W LL HAVE AN ELON GAT ON AT BREAK OF 800%PER ASTM D6693 TEST NG CONSULTANT 15 THE RECHARGERO 330XLRHD STAND ALONE UN T MUST BE FORMED AS A WHOLE METHOD O F A L N E CHAMBER HAV NG TWO FULLY FORMED NTEGRAL ENDWALLS AND HAV NG NO SEPARATE END PLATES OR SEPARATE END WALLS 7 THE L NER W LL HAVE A TEAR RES STANCE OF 11 LBF(49 N)PER ASTM D10041EST NO - METHOD 16 THE RECHARGER@ 330XLSHD STARTER UN T MUST BE FORMED AS A WHOLE CHAMBER HAV NG ONE FULLY FORMED NTEGRAL ENDWALL AND ONE PART ALLY - - FORMED NTEGRAL ENDWALL W TH A LOWER TRANSFER OPEN NG OF 14 NCHES(356 8 THE L NER W LL HAVE A HYDROSTAT C RES STANCE OF 100 PS(1889 KPA)PER ASTM D751 MM)H GH X 34 5 NCHES(876 MM)W DE TEST NG METHOD 17C THE AMBERHAVNG NEFULNTERMENDWALLNDONTBE FORMED AS A RTALLYFORED 9 THE L METHODRWLL HAVE A PUNCTURE RES STMCEOF30LBF(133N)PER ASTM D4833 TEST NG 3OXL CULTEC RECHARGER 330XL HD HEAVY DUTY THREE V EVV - 30XL CULTEC RECHARGER 330XL HD HEAVY DIjTY END DETA L NFORMAT .ON CONSULTANT CHAMBER HAV NG ONE FULLY OPEN ENDWALL AND ONE PART ALLY FORMED METHOD 2.O 3.O NTEGRAL ENDWALL W TH A LOWER TRANSFER OPEN NG OF 14 NCHES(358 MM) - H GH X 34 5 NCHES(876 MM)W DE 10 THE L NER W LL HAVE A VOLAT LE LOSS OF<1%PER ASTM D1203 TEST NG METHOD 18 THE RECHARGER@ 330XLEHD END UN T MUST BE FORMED ASA WHOLE CHAMBER HAV NG ONE FULLY FORMED NTEGRAL ENDWALL AND ONE FULLY OPEN END WALL 11 THE L NER W LL HAVE A D MENS OVAL STAB L TY OF<2%PER ASTM D1204 TEST NG AND HAV NG NO SEPARATE END PLATES OR END WALLS METHOD 19 THE HVLV-FC 24 FEED CONNECTOR MUST BE FORMED ASA WHOLE CHAMBER CULTEC K O 20L POLYETHYLEN E L K ER TO CULTEC RECHARGER 'I HAV NG TWO OPEN END WALLS AND HAV NG NO SEPARATE END PLATES OR 12 THE L NER W LL HAVE A MAX MUM USE TEMPERATURE OF 1800 F(820 C) SEPARATE END WALLS THE UN T W LL F T NTOTHE S DE PORTALS OF THE ,1BE PLACED BEn EATH /� 330XL HD CHAMBER RECHARGER@ 330XLHO AND ACT AS CROSS FEED CONNECT ONS 13 THEL NER W LL HAVE A M N MUM USE TEMPERATURE OF 700 iF(570 C) HVLV FC 24 FEED CONNECTORS 4 OZ K OK WOVEN F LTER FABR C WHERE KTERKAL MAN FOLD S LOCATED 95% COMPACTED F LL AROUND STOKE TOP ANDS DES PREPARED f O R 20 CHAMBERS MUST HAVE HOR ZONTAL ST FFEN NG FLEX REDUCT ON STEPS BETWEEN 1 2 n CH D A THE RBS 14 THE LNERW LL HAVE PERM RAT NG OF0041US PERMS(0027 METRC PERMS)PER MANDATORY ASTM E96 METHOD A - 21 THE CHAMBER W LL BE DES GNED TO W THSTAND AASHTO H 25 LOAD RAT NG WHEN WASHED 1 1 l NSTALLED ACCORD NG TO CULTEC'S RECOMMENDED NSTALLAT ON NSTRUCT ONS 15 THE L NERWLL CONS ST OFABLENDED L NEAR POLYETHYLENE F K SHED CRUSHED Hotwater lI Realty Trust 22 HEAVY DUTY UN TS ARE DES TH THECHAMBERCOLORED STR PE FORMED NTO THE 16 THE LNERWLLNGT GDNTA�PLABTOZERB RECHARGER 330 XL HD GRADE STOKE HVLV FC 24 FEED CONNECTORPART 1Ir u. �.1 a7 HEAVY DUTY CHAMBER WHERE SPEC F ED 10 0" [254 mm] M n HVLV FC 24 acmes B. Goodwin, Tr. 23 THE CHAMBER W LL HAVE A RA SED NTEGRAL CAP AT THE TOP OF THE ARCH N THE CENTER OF EACH LIN TTO BE USED AS AN OPTONAL NSPECTON PORTOR ./ .: y� v•y +•. t r• rr »y ,• : �t.4.� •y.y r ,q,r.. r t, FEED CONNECTOR CLEAN OUT /n�,•'V „fpti+��'i*^,'1.'ti.},.S:..Yt ��{`"►,w� ,1+w« .,^ :.• •ptr?t" ^`t a;•^4 Y ''t,1 S.wriv^Y•.�.P ';,•. 4 t's•'� .. r�f�w:�CT. .a6•C+:'.YIY••C'.k;�+//� West t Main Street \\\)„ ?!.•+ J. t .t t•' ... O r1:•f•:: t' 'L�•. '.t',. Y .r:�I.y' 't. : 'n t \/\ JtS1/•'S1 �+ a C ! / / :►•:$: •. r`r• i. «ir:•'`. w..�•K�•L t_ •r..r ,t'.'••. o-"•' '�..:r.•t.d�... ..•♦ «,L. t •,�.:v;•. w :: t t�--}'n 4,L,�'t..:._t�"• T.`w. �.{;eft^..'\\/\ P PE V V O ea7 4A V e� / i.....y '!,. .y ♦ �^ :x'i t ,.' „�...L'::•.r. . ..t.e�'v+'�'1' + +. '.r• 'P / 24 THE UN TS MAY BE TR MMED TO CUSTOM LENGTHS BY CUTT NG BACK TO ANY \/\�c•::i�ft•L,•; ;,,; .;•t,;tom'•.. *' ;:.=.y'k,'.Xy. :,.�e�• •. w�rti ry i.tt; ;•i,"yy.� : :•r ••fir .,�•:+•'�q,�Lr+�;••Y';•>':•j.4 it:v»y'*�' / /" CORRUGATON r.• ^t. •YJ. YT?:. r•...:•�' t; i•.2^ :'v?'�?:tt :••1t �Ar,'.:.+�J^..'.. i• ,t ..e•t�. 1,, \\ /\\/ •; t� •':. >, :s•-• •' :. �:,�\\ PER ENG NEER DES GN PPE Hyannis, MA OZ6O 1 25 THE CHAMBER SHALL BE MANUFACTURED NAN 5090012000CERTFEDFACLTY \\ •• //� 6 0" [152 mm] M N (MAX NLET 24 NCHES) PER ENG NEER DES GN J ' ICI (MAX NLET 10 NCHES) 16 0" [406 mm] 30XL M N 1.0 CULTEC GENERAL NOTES 12 [3658 mm] MAX \//\ \\//� 30 5" [775 mm] • ' ��10�0p oo�000��®w000 NLET STRUCTURE 6 0" [152 mm] M N p p�p pp-mm- t pp pp pp O 12 0" [305 mm]TYP 58 0" [1473 mm] 52 0" [1321 mm] ' NLET GENERALNOTES STRUCTURE Q RECHARGER 330XL HD BY CULTEC, NC OF BROOKF ELD,CT ALL RECHARGER 330XL HD HEAVY DUTY UN 1` tE MARKED HVLV FC 24 X STORAGE PROV DED 11 32 CF/FT PER DES GN UN T W TH A COLOR STIR PE FORMED NTO THE PAC, ALONG THE FEED CONNECTOR Uj REFER TO CULTEC, NC'S CURRENT RECOMMENDED LENGTH OF THE CHAMBER NSTALLAT ON GU DEL NES ALL RECHARGER 330XL HD CHAMBERS MUST BE NSTALLED N Q USE RECHARGER 330XL HD HEAVY DUTY FOR TRAFF C AND/OR ACCORDANCE W TH ALL APPL CABLE LOCAL,STATE AND CULTEC RECHARGER 0 H 25 APPL CAT ONS FEDERAL REGULAT ON S 330XL HD CHAMBER O IM J 5°oL CULTEC RECHARGER 330XL HD HEAVY DUTY TYP CAL CROSS SECT ON ;°oL CULTEC TYP CAL NLET CONNECT ON W M Q U o ~ • • •� ° 4 PAVEMENT v ^ ACCESS do COVER ONLY TO BE INSTALLED / :, .. ••• • ,• •, c a a W C IF LOCATED IN PAVEMENT PROVIDE FOR /\\ r: „ • ,• •• • ••, 24 SQ. H2O LOADING. %j//j// • :•• 0 � `Cj- L \\j\\ : •,.;.;.,.•. .;.;.; . , 4 PAVEMENT•j '•'•�: •❖:• ':�.: • . �' G 1 2 N CH D A WASHED, � �' � M 12• \ \ \ \ •• , �®® ... • •••.. �' CRUSHED STONE o_ r— ' •®•o••o•®®®��•�•®s \ \ \ •',•�• �®:y:••,ti�••�:,.� ®• 4 OZ NON WOVEN F LTER FABR C s' . ...p \ \ \/\ ' 4`' •® ® . . ®� �• •�� • CULTEC RECHARGER 330XL HD ' ) / // / •® .r COMPACTED F LL •� � �� ��•� �• AROUND STONE (TOP & S DES ONLY) 12" // • •• •• •• •1 •• HEAVY DUTY CHAMBER (y ., • •• ••• s•• n LL.x'. \\//\//\ \ •, ❖ w�• * .,q. 10 0 [254 mm] M N 0 // // // t• . ®: �,s PAVEMENT SUB BASE \ \, ;;;� + •.•' _. `::• �;�; �4 �t '. `�'"`•>~ �. . � " >: �:' ;,;�,: ,.,'\ \ ° / / � e t _� t Sri 1t •r.": `:.Sr X,wP':"'. t.Prr�;• �� � ��wy;«•: c.'��,.. r,c \\ \\ \\ \� •i•®s•�•i••• �/r?sTP a y ..t13 L r,� �Y�� ~!';?•A..a,,�,• i'`,o.•yti 1....� '�•', . `tp � :.�t t.v w � q"'.i3`••;�rr yt/t �.S•y?.•. � F- i • e • • .;�tt^ w tit :�'+: • w��t •+ct"\ i { 11:•: � +• j r / as�►.'•:;r t:1' as ti r :>4 , t , fz'a*; :Sci•�-- ,:a•. y, f. tt�e'. / .. / / / ''. \ �.. t •►;t:• � .A24. :5:. S''? Syiy,!t t• �= x r "►• �•J.+ a �{ , • • \ +. '+••i. :.�..•!. ...',>t:•c `�s»,w ta. .Ji••1t4'. .a v w�+G` !'• '4^;•t' �: .ti..'. t •�.1,.a v -"�;.?•v q .t.-S4,#';e ••\\ 0_ CLASS "C• CONCRETE HVLV FC 24 \/\\/////�/ 95% COMPACTED F LL �� /�'- 6 0" [152 mm] M N \\ \\ \\ \�•• f; FEED CONNECTOR \/\/\/\ I 16 0" [406 mm] cUn 4" PVC RISER \ \\ ,; , ' ; M N /\ w CLEANOUT WITH 4 OZ NON WOVEN F LTER FABR C 12' [�6 mm] 30 5" [775 mm] SCREW IN CAP COUPLING RING 6" M N DEPTH \\/\\///\//\� AROUND STONE TOP AND S DES o o • o 0 0 0 0 0 0 0 0 o a o 0 o f a o a . \ ONLY, MANDATORY \ OF 1 2 NCH \� INnLTRATOR CHAMBER WASHED CRUSHED 6 0" [152 mm] M N a o STONE ABOVE P PE PER AND BELOW CULTEC NO 20L POLYETHYLENE E.NG NEER DES GN } CHAMBERS L NER ABOVE STONE BASE AND (MAX NLET S DE PORTAL TO BE CUT m 24 NCHES) L N ER TO SPAN THE FCULTEC NO 20L ONT RE W DTH N F ELD TO ALLOW HVLV 12 0 TYP mm] O • ® ® ® BENEATH RECHARGER 330XL IHD ( ) HEAVY DUTY CHAMBERS DE OF THE SYSTEM BELOW THE HVLV FC 24 FEED CONNECTOR o ( SHEET T TLE hD PORTALS WHERE NTERNAL FC 24 FEED CONNECTORS AND AS NEEDED MAN FOLD S LOCATED S DE PORTALS1-01 CulteC Recharges 330XL P PE PER CULTEC RECHARGER 330XL HD \ INSPECTION PORT TO BE INSTALLED PER ENG NEER DES GN N THE MANUFACTURERS RECOMMENDATIONS, WITH , HEAVY DUTY CHAMBER �® Details Phan MINIMUM ONE INSPECTION PORT PER ROW. (MAX NLET 24 NCHES) 1 2 NCH WASHED CRUSHED SHEET n o STONE BENEATH AND AROUND CHAMBER BEDC6n3 LU c- ACCESS COVER (CULTEC SYSTEM) N.T.S. 30XL CULTEC RECHARGER 330XL HD HEAVY DUTY PLAN V EW 90L CULTEC NTERNAL MAN FOLD DETA L 217; 8.0 D ATE OCTOBER 25, 2016 L, L7ETAIL CD 0 o J o_ v SCALE NO SCALE PERMIT REVIEW ONLY-NOT FOR CONSTRUCTION DRAWN/DES G N B Y JKL CHECKED B Y MwE Ln JOB NO 2015-114 C A D D F LE 2015-114CULTECDT.dw CD AMR j AMR A C .. CULTEC STORMFILTER 330 WATER QUALITY UNIT SPECIFICATIONS ( c(� NYENERAL MAINTENANCE PROCEDURES BA TE1 � 1 V 1 CULTEC STORMF LTER@)330 DES GNED AS A WATER QUAL TY UN T THE UN T MAY BE 96 0" USED TO F LTER STORMWATER RUN OFF V A PASS THRU F LTRAT ON BAFFLES Q GENERAL THE OUTFLOW PPE UPPER QUADRANT CANNOT ENGINEERING VC THE CULTEC STORMF LTER 330 SHOULD BE NSPECTED FOR THE F RST 25 0" D A R SER BE H GHER THAT\ 19" FROM THE BOTTOM OF STORMF LTER 330 PARAMETERS T ME MIMED ATELY AFTER THE F RST RA NFALL OF THE STORMWATER THE CHAMBER END WALL 3/16"TH CK MATER AL 1 THE CHAMBERS SHALL BE MANUFACTURED BY CULTEC, NC OF BROOKF ELD,CT SYSTEM OPERAT ON FOLLOW NG THE F RST NSPECT ON, T S 7/16 SURVEYING R`/��' T CK MATER AL v, ` v (203 775 4416 OR 1 800 428 5832) RECOMMENDED TO BE NSPECTED QUARTERLY OR WHEN AN EXTREME 2 THE CHAMBER SHALL BE VACUUM THERMOFORMED OF BLACK POLYETHYLENE STORM OCCURS ALWAYS FOLLOW OSHA GU DEL NES DUR NG 22 5" D A 7/16"TH CK MATER A 3 THE CHAMBER SHALL BE ARCHED N SHAPE MA NTENANCE PROCEDURES ON THE STORMF LTER 330 ACCESS PORT 1901, Registered Professional Engineers r4 L� CHAMBER D MENS ONS OF THE CULTEC STORMF LTER®330 SHALL MA NTENANCE GU DEL NES and Land Surveyors 4 THE CHAMBER SHALL HAVE A WELDED AND SECURED SOL D BOTTOM PLATE 5 THE NOM NAL 55 O" BE 36 INCHES(914 MM)TALL,55 NICHES(1397 MM)W DE AND 8 FEET(2 44 M)LONG 1 THE OWNER SHALL KEEP A MA NTENANCE LOG WH CH SHALL THE OUTFLOW P PE LOWER 3/16" QUADRANT CANNOT BE LOWER THAN L3 0� TH CK MATER AL 78 North Street — 3rd FIOOrF-4 6 THE CHAMBER SHALL HAVE A 22 5 NCH(572 MM)D AMETER ACCESS OPEN NG NCLUDE DETA LS OF ANY EVENTS WH CH WOULD HAVE AN EFFECT 3"FROM THE BOTTOM OF Hyannis, Massachusetts 02601 LOCATED AT THE TOP OF THE UN T ON THE SYSTEAM'S OPERAT ONAL CAPAC TY S. THE CHAMBER END WALL 7 MAX MUM NLET OPEN NG ON THE CHAMBER END WALL S 24 NICHES THE OPERAT O CHES(600 MM) N AND MA NTENANCE PROCEDURE SHALL BE Phone — (508) 771-7502 WHEN UT L Z NG BYPASS CAPAB L TY REV EWED PER OD CALLY AND CHANGED TO MEET S TE 8 THE RECOMMENDED INLET P PE D AMETER S 8 NICHES(200 MM)FOR FULL COND T ONS Fax — (508) 771—7622 F LTER NG CAPAC TY 3 MA NTENANCE OF THE STORMWATER MANAGEMENT SYSTEM 96 0" www.baxt r-n x, 9 THE RECOMMENDED OUTLET P PE D AMETER S 15 NICHES(375 MM)FOR FULL SHALL BE PERFORMED BY QUAL F ED WORKERS AND SHALL THE N FLOW PPE ELEVAT ON MAY BE ye COn1 F LTER NG CAPAC TY FOLLOW APPL CABLE OCCUPAT ONAL HEALTH AND SAFETY 75 0" MAN PULATED DEPEND N G UPON FLOW LOC s 75 O 20001 11 10 THE CHAMBER SHALL HAVE TWOS DE PORTALS TO ACCEPT CULTEC HVLV-rm REQU REMENTG REQU REMENTS FC 24 FEED CONNECTORS THE NOM NAL D MIENS ONS OF EACH S DE PORTAL 4 DEBR S REMOVED FROM THE STORMWATER MANAGEMENT SMALL R B LARGER B COLLAPS BILE FRAME S T A M P��AAA,, S T A M P 08 ���� SHALL BE 12 INCHES(305 MM)H GH BY 10 5 NICHES(267 MM)W DE MAX MUM SYSTEM SHALL IBE D SPOSED OF N ACCORDANCE W TH ALLOWABLE P PE S ZE N THE S DE PORTAL S 10 NICHES(250 MM) MATT APPL CABLE LAWS AND REGULAT ONS 11 THE NOM NAL STORAGE VOLUME OF THE STORMF LTER®330 SHALL BE 418 5 GAL i ��36 /c ED D s� /UN T(1584 UUN T) CIVIL ' NSPECT ON 36 12 THE STORMF LTER®330 CHAMBER SHALL HAVE 14 CORRUGAT ONS 30 5" 4 No.43183 13 THE STORMF LTER 330 SHALL BE DES GNED TO W THSTAND TRAFF C LOADS 1 BARR CADE OFF THE SERV CE AREA ACCORD NG TO LOCAL WHEN NSTALLED ACCORD NG TO CULTEC'S RECOMMENDED NSTALLAT ON REGULATORY SAFETY PROCEDURES TWO PERSONS SHOULD BE 12 0" "� S ONAL COLLAPS BILE FRAMES AND O FS � GIST �? NSTRUCT ONS AVA LABLE FOR NSPECT ON AND MA NTENANCE 1 55 0" F LTERS(2 FRAMES TYP CAL 14 THE STORMF LTER@)330 HAS A MAX MUM F LTER NG CAPAC TY OF 740 6 GPM 2 ALLOW THE STORMF LTER TO BE PROPERLY VENTED BY OPEN NG UP TO 4 FRAMES AVA LABLE) (2800 UM N) THE AT GRADE GRATE AND THE STORMF LTER COVER A FANS 10 5" .5 THE MAX MUM BUR AL DEPTH SHALL NOT EXCEED 4 FEET(1 22 M) RECOMMENDED TO MPROVE VENT LAT ON T MAY NOT BE 55 0" CONSULTANT 16 THE CHAMBER SHALL BE MANUFACTURED N AN SO 9001 2008 CERT F ED NECESSARY TO,ENTER THE STORMF LTER CHAMBER, F T S FAC L TY CLOSER TO GRADE 3 NSPECT THE CHAMBER FOR S LT AND SED MENT F T S FOUND FILTER FRAME BAG SPECIFICATIONS THAT SED MENT HAS ACCUMULATED,MEASURE THE SED MENT DEPTH TH S CAN BE DONE W TH A STAD A ROD CHECK EACH OF SF-330 SF-330 GENERAL 2,0 CULTEC STORMF LTER 330 THREE V EW 3,o CULTEC F LTER FRAME DETA L CULTEC'S F LTER ENCLOSURES,MANUFACTURED FROM A GEOTEXT LE COMPOSED OF THE F LTER BAYS AND RECORD THE DEPTH OF S LT N EACH WE CONSULTANT POLYPROPYLENE YARNS,WH CH ARE WOVEN NTO A STABLE NETWORK SUCH THAT RECOMMEND CILEANOUT WHEN THE DEPTH OF SED MENT N THE THE YARNS RETA N THE R RELAT VIE POS T ON THE GEOTEXT LE F LTERS ARE NERT TH RD BAY(BEFORE THE LAST F LTER)EXCEEDS 3 NCHES TO B OLOG CAL DEGRADAT ON AND RES ST NATURALLY ENCOUNTERED CHEM CALS, ALKAL S,AND AC DS AND ARE DES GNED TO F T COLLAPS BILE METAL FRAMES MA NTENANCE FILTER FRAME BAG PARAMETERS 1 US NG A VACUUM,REMOVE WATER AND D RT FROM THE F—15 NCH CPP STORMF LTER 1 THE GEOTEXT LE SHALL BE PROV DIED BY CULTEC, NC OF BROOKF ELD,CT STORMF LTER CHAMBER OUTLET P PE (203 775 4416 OR 1 800 428 5832) 2 PRESSURE WASH THE F LTERS PLACE AND REPEAT D RT PREPARED F 0 R N 2 THE F LTER ENCLOSURES ARE CONSTRUCTED FROM GEOTEXT LE COMPOSED OF PAVEMENT 36"0 M N M N 95%COMPACTED F LL REMOVAL CAST RON MANHOLE 6'x 9'X 8"TH CK CONCRETE PAD CULTEC NO 410 NONWOVEN GEOTEXT LE } } Realty POLYPROPYLENE YARNS,WH CH ARE WOVEN NTO A STABLE NETWORK SUCH CULTEC NO 410 NONWOVEN GEOTEXT LE HO LWa LG r I I If�EiG�I� Trust 3 F NECESSARY, REMOVE AND REPLACE THE PART CULATE F LTERS 6'x 9'X 8"TH CK CONCRETE PAD COVER&FRAME REST NG ENT RELY ON BROKEN STONE AROUND STONE TOP AND S DES MANDATORY y THAT THE YARNS RETA N THE R RELAT VE POS T ON AROUND STONE TOP AND S DES MANDATORY 36"QJ M N CAST RON BY SEPARAT NG THE TOP VELCRO OR Z PIPER ON THE REST G ENT RELY ON BROKEN STONE 3 THE F LTER BAG SHALL HAVE A NOM NAL AREA OF 2 74 FT2(0 255 M2) 36 0"0 D MANHOLE COVER&FRAME James B. Goodwin, Tr. PART CULATE F LTER BAG AND RELEAS NG THE TOP FRAME LOCK 1 2"WASHED, . 4 THE GEOTEXT LE SHALL BE BLACK N APPEARANCE CRUSHED STONE PAVEMENT Main Street BY LOOSEN NG THE NUT AND BOLT ATTHE TOP CENTER OF EACH CATCH BAS N/MANHOLE STRUCTURE CORRUGATED HDPE M N 95%COMPACTED F ILL CATCH BAS N/MANHOLE 36 0"r6 D 83O WP,S't' IU1aIn Street 5 THE GEOTEXT LE SHALL HAVE A GRAB TENS LE STRENGTH VALUE OF 400 LBS F LTER FRAME AFTER RELEAS NG THE BOLT,PULL UP ON THE TO BE DES GNED BY ENG NEER STRUCTURE TO BE MD/335 LBS CD(1780 N MD/1491 N CD)PER ASTM D4632 TEST NG METHOD DES GNED BY ENG NEER CORRUGATED HDPE /� CENTER FRAME RELEASE ARM AND THE FRAME AND F LTER BAG Hyannis, /'/`1 GAT ON VALUE OF �:,•. .. ;.. •.,•.:::•,::>� •. • . �V� O 6 THE GEOTEXT LE SHALL HAVE AN GRAB TENS LE ELON ,. ... • • •. ......: :.......:.•.,•.>.:.,:,..>:..:::•. :;..�,.::.,;:.-,,•._',•.;':..,.: �:,:.:;•'-:: M STORMF LTER HOUS NG .. ..,.._ <...-, . ... _ . a .. -. . . ... ....... ....: ,. ...,: , - ....:.: ':��:.'r+:•:i';:::;::-''�..:r.:'� W LL COLLAPSE REMOVE T FROM THE STOR ,,.. ..... .. ., ei \ \ P1 MD/15/°CD PER ASTM D4632 TEST NG METHOD ,,.., . . ,.., , ..,:.._ ,.,:. .;.:..,.,..:........ ..:..:..>,,.:. , , /........ . /\ \ AME AND N THEN BE REMOVED FROM THE FRAME .. ..... . . ........... . .... ,.....,.. .:.,.. / ....,<:..;.:: R BS THE F LTER CA 0 0 .._.... ' • -' •-•-• - H , SHALL HAVE A TRAPEZO D TEAR VALUE OF 145 LBS MD/125 LBS // - / \\ C ..'... 7 THE GEOTEXT LE A L WASHED OR REPLACED •=:•<<`:�= '..'::.?'"` //, .i S � a. ,:ir• CD 645 N MD/556 N CD PER ASTM D4533 TEST NG METHOD . . . . . . . .... CULTEC CHAMBER 4 T MAY BE NECESSARY TO VACUUM THE STORMF LTER AGA N IN 8 THE GEOTEXT LE SHALL HAVE A CBR PUNCTURE STRENGTH VALUE OF 1250 LBS ORDER TO PROPERLY RESEAT THE CLEAN F LTERS NTO THE R BS VO (5563 N)PER ASTM D6241 TEST NG METHOD THAT THE FRAME S SET NTO F THE FRAMES DO NOT RE NSTALL ° :i"rs 9 THE GEOTEXT LE SHALL HAVE A PERCENT OPEN AREA VALUE OF 8/o PER PROPERLY, T MAY BE NECESSARY TO ADJUST THE W DTH OF THE 12"CPP COE 02215 TEST NG METHOD NV �I f k /\X- FRAME BY MOV NG THE LOCK NG P NS AT THE TOP OR BOTTOM 10 THE GEOTEXT LE SHALL HAVE A FLOW RATE VALUE OF 115 GPM/FT2 4685 ( CENTER OF THE STA NLESS STEEL ARMS TO RESET THEM 8"CPP ,:; '._•^ ,.;;j /\\/\\/ LPM/M2)PER ASTM D4491 TEST NG METHOD NV \\//", v 11 THE GEOTEXT LE SHALL HAVE AN APPARENT OPEN NG S ZE(AOS)VALUE OF 30 EVE MM PER ASTM D4751 TEST NG METHOD 12 THE GEOTEXT LE SHALL HAVE A UV RES STANCE(AT 500 HOURS)VALUE OF 90/° �� �� ,, ir c `��d:; \\ ;;:':; ;- \\` CULTEC CHAMBER C CULTEC STORMF LTER 330 STRENGTH RETA NED PER ASTM D4355 TEST NG METHOD CULTEC STORMF LTER 330 BOTTOM OF CHAMBER 41 50r�\\j /i •U] V. 15 NCH CCP STORMF LTER 8"CPP NV N 15"PPE NV N / /' " \/ FILTERING SPECIFICATIONS ��\�,` INLET P PE (FOR FULL ° SUSPENDED LDS BOTTOM OF CHAMBER L 1`'P PE NV N %\//\/\/\/\/\/\/\/�/ / / //�/� F LTER NG CAPAC TY) � 1 THE F LTER REMOVES MORE THAN 70/°OF THE TOTAL SO �\,\,\.\.\\,\.�\.�\.�\,�\\,�\\,�\\,�\\,�\\: CL TYP CALLY PRESENT N STORMWATER RUN OFF X 8 NCH CPP LOW FLOW WATER QUAL TY 12�-PP STORMF LTER OVERFLOW/BYPASS 2 CONT NUOUS F LTRAT ON CAPAB L TY FOR CLEAN F LTERS S RATED AT 1 65 CFS STORMF LTER INLET P PE (SEE SHEET 8 NCH CPP LOW FLOW WATER QUAL TY W (0 0467 M3/S) C4 3 FOR P PE LOCAT DNS) STORMF LTER NLET P PE (FOR FULL 0- 3 TREATMENT CAPAB L TY S APPROX MATELY 740 6 GPM(2800 L/M N) 15"P PE NV OUT F LTER ING CAPAC TY) O SF-330 SF-330 SF-330 CULTEC STORMF LTER 330 TYP CAL NLET CONNECT ON CROSS SECT ON >, .GENERAL NOTES CULTEC STORMF LTER 330 OVERFLOW/BYPASS CROSS SECT ON 4.0 5.0 � o CULTEC NO 410 NON WOVEN GEOTEXT LE TO BE 108" m PLACED BENEATH ALL CHAMBERS ACCEPT NG NLET P P N G CON N ECT ON S GREATER THAN 18 O N CHES D A w �� Q GEOTEXT LE S TO EXTEND A M N OF 8 0 FEET PAST NO ............ :d' PAVEMENT #4 REBAR 12 NCHES(305mm)O C J C '`k` STORMF LTER OVERFLOW/BYPASS P PE S ZE& •C 0 66 WOVEN GEOTEXT LE AND OVERLAP A M N OF 1 0 ~ � � },. ELEVAT ON TO BE DES GNED BY ENG NEER MAX MUM _ FOOT BENEATH THE NO 66 WOVEN GEOTEXT LE PAVEMENT SUB BASE a' 36"0 M N CAST RON H N P PE S ZE PER CULTEC CHAMBER SPEC F CAT ONS ® ; MAN HOLE COVER&FRAME / c o ~ M N 95/o COMPACTED F LL STORMF LTER NLET P PE HVLV FEED CONNECTOR a ,� S ZE&ELEVAT ON a /// s 6 00 CULTEC NO 66 WOVEN GEOTEXT LE oo❑❑ 8 W C \ //\\� ' PER ENG NEER PLACED BENEATH FEED CONNECTORS C / CULTEC NO 410 NON WOVEN GEOTEXT LE DES GN THE ' 9 0'M N / \�/ � ROUND D STON E TOP AN D S DES MANDATORY CULTEC CHAMBER 6'x 9'X 8"TH CK CONCRETE PAD 0 CIO (fl L LT N 4 N WOVEN RECOMMENDED MAX MUM 72„ �; �❑❑o❑❑❑o❑ r TO BE � (Y� ❑❑❑❑❑❑o❑ d (� CULTEC OTEXTOLE _ IN LET P PE D AMETER S 8 ❑000000❑ M N MUM 3,000 PS \\.. NCH FOR FULL F LTER NG ,'a ❑❑❑ _ m ' ` CULTEC HVLV FEED CONNECTOR 36"fIJ M N CAST RON dt ,. CAPAC TY MANHOLE COVER&FRAME d 4 i G \ \ / n / \ \ 6 0 NCH M N DEPTH OF CATCH BAS N/MANHOLE �' • - � 12 NCH WASHED CRUSHED STRUCTURE 6'x 9'X 8" O STONE BENEATH AND ABOVE CHAMBERS TBD BY ENG NEER 94 REBAR 12 IN O C 6 0'M N TH CK CONCRETE PAD TO BE F- CULTEC NO 66 WOVEN GEOTEXT LE M N MUM 3,000 PS SF 330 BEN EATH FEED CONK ECTORS CULTEC CHAMBER •- r. . t 801, ;�; : _ a U STORMF LTER NLET P PE S ZE&ELEVAT ON 4 0'MAX 4( MAX w PER EN G N EER DES GN THE RECOMMENDED / BUR AL DEPTH < BUR AL DEPTH 10 0'M N 12 0 NCH M N W DTH OF MAX MUM OUTLET P PE D AMETER S 15 NCH ` CULTEC NO 66 WOVEN GEOTEXT LE 1 2 NCH WASHED CRUSHED FOR FULL F LTER NG CAPAC TY — t BEN EATH N LET P PIES STON E BORDER SURROUN D N G ALL M N 1 FT STONE BORDER LL 5 5 w CHAMBERS < t- a 1 10 00'CULTEC NO 66 WOVEN GEOTEXT LE CULTEC N0 66 WOVEN GEOTEXT LE(FOR SCOUR 1 2 NCH D A WASHED, < o E PLACED BENEATH NLET P PES ) CRUSHED STONE 30 5" CULTEC NO 410 ,° 15 NCH CPP STORMF LTER PROTECT ON TO BE PLACED BENEATH NTERNAL NON WOVEN o OUTLET P PE (FOR FULL MAN FOLDFEATURE AN D BEN EATH ALL 36 0"0 D y4;y + GEOTEXT LE F LTER N G CAPAC TY) �1 AROUND STONE NLET/OUTLET P PIES � m m CORRUGATED HDPE `�K 6 0" TOP AN D S DES O a MANDATORY v CULTEC STORMF LTER 330 SURROUN DIED BY 12"M N CULTEC STORMF LTER 330 55 0" 95 5"— SHEET T T L E O STONE BORDER 72 0" 108 0" CD � 12"CPP STORMF LTER 12"CPP STORMF LTER Cultec Storm liter 330 CN OVERFLOW/BYPASS OVERFLOW/BYPASS 3 SF-330 CULTEC STORMF LTER 33'%--EXAMPLE LAYOUT S80° CULTEC STORMF LTER 330 NSTALLAT ON CROSS SECT ON Details 8 NCH CPP LOW FLOW WATER 7.0 o QUAL TY STORMF LTER INLET P PE SHEET N 0 V) (FOR FULL F LTER NG CAPAC TY) u 5'D A MAN HOLE STRUCTURE C6m4 v o DATE OCTOBER 25, 2016 N rf J a 5J J I•:.�' SCALE NTS SF-330 PERMIT REVIEW ONLY-NOT FOR CONSTRUCTION DRAWN/DES GN BY JKL CHECKED BYE CULTEC STORMF LTER 330 OVERFLOW/BYPASS PLAN V EW 6.0 - JOB NO 2015-114 C A D D F LE 2015-114 C6.4 SF330.dLn 0 N