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HomeMy WebLinkAbout0035 MARSTONS LANE - Health (3) BAXTE R NYE 1 ENGINEERING & SURVEYING Cummaquid Golf Club 1 Registered Professional Engineers ` and Land Surveyors _ e 78 North Street — 3rd Floor 1 Hyannis, Massachusetts 02601 1 q 4. ... r x, 1 — e . . ,. �'{�- �' �.•� �_ � � 4 Phon (508) 771 7502 l� " — — 622 .t eve o n ns 7 www boxter ey com St R D I pme t P1 Fox n 1 I r , i. OwOt 35 Marstons Lane AMP H M STAMP x OF c = - � Barnstable , Massachusetts �W. " W rjEDDY -4 * 1:+ O CIVIL _ 4 No. 43183 S q s r A ITT, Applicant : Engineer/Surveyor. VON JLTA =T y Cumma uid Golf Club BAXTER NYE ENGINEERING & SURVEYING .ate. 35 Marstons Lane T • Registered Professional BArnstable MA. 02675 CONSULTANT 4 q �►. y Engineers and Land Surveyors ,z z: 78 North Street - 3rd Floor Hyannis, MA 02601 Phone: (508) 771-7502 Fax: (508) 771-7622 t mRµ ATTN : Matthew Eddy PREPARED FOR : d 14, Cumma j � uid Golf Club ll ,. ..._ 35 Marstons Lane 1o@M0 Hop ����� fl " _ �00' Barnstable MA 02675 Issued for: Board of Health Review (02/24/2014) Job Number: 2013-072 U) PLAN SHEET INDEX =3 o (1) 0 M < No. DRAWING TITLE -' z U CO c i a w Q � C 0.0 Cover Sheet W oLO M C 1 .0 Legend and General Notes C 2.0 Existing Conditions Plan C 3.0 Layout and Dimension Plan 0 C 4.0 Grading & Drainage Plan C 5.0 Utility Plan U w 0 C 6.0 Septic Detail Sheet C 6. 1 Detail Sheet w I- Q C 6.2 Detail Sheet m C 6.3 Detail Sheet Z C 6.4 Cultec Details SHEET TITLE Q Cover Sheet m _o v SHEET NO N N 0- Como U, qp o v� >O U c� DATE : 02 24 14 N m O r, N X O� O OQ J Z Q.LL O N SCALE : oa DRAWN/DESIGN BY : MTM CHECKED BY :MWE o U 0 J O B NO : 2013-072 C A D D F I L E : 2013-0072 CV.dw sN o'H A66REA TEM GENERAL_ CONSTRUCTION NOTES LEGEND 91mm& w ALL REFERENCES TO CONTRACTOR SHALL MEAN THE GENERAL CONTRACTOR OR HIS SUB-CONTRACTORS.) 25. ALL PROPOSED WALKWAYS WILL BE HANDICAPPED ACCESSIBLE. ALL PROPOSED BAXTER NYE Ll�agr PROP EXW 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 MASS HIGHWAY DEPARTMENT THESE ARE MAXIMUM SLOPES WITH NO TOLERANCE. ALL WORK WILL BE IN ee EIT1NNl0US amSTANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES (MHD-SSHB), AS CURRENTLY ACCORDANCE WITH THE MOST CURRENT REQUIREMENTS OF THE U.S. ACCESS BOARD, PROPERTY LINE DRAINAGE L, ADJ ADd1ST AMENDED, UNLESS OTHERWISE NOTED. IF THERE ARE CONFLICTS IN ANY OF THE AMERICANS WITH DISABILITIES ACT do COMMONWEALTH OF MASSACHUSETTS, SURVEYING PROJECT LIMIT LINE - OVERFLOW DRAW APPROx � SPECIFICATIONS OR PROJECT DOCUMENTS, THE HIGHER STANDARD SHALL APPLY. ARCHITECTURAL ACCESS BOARD. •-- �- --- RIGHT-OF-WAY/PROPERTY LINE -o"rlo - - ROOF DRAW 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 r - 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 EASEMENT BOC BOTTOM OF CURB FURTHER CONFORM TO SPECIFIC REQUIREMENTS, SPECIFICATIONS, ORDINANCES AND ANY SITE PREPARATION OR CONSTRUCTION. THE CONTRACTOR SHALL NOT ADJUST OR Registered Professional Engineers -- BUILDING SETBACK - off A~ - ONE-- OVERHEAD ELECTRIC, TELEPHONE & FIRE ALARM INTERPRETATIONS OF LOCAL AUTHORITIES HAVING JURISDICTION OVER THE PROJECT. MODIFY THE LAYOUT AND STAKING OF ANY PROPOSED FEATURES WITHOUT FINAL and Land Surveyors - STATE HIGHWAY BASELINE - w - - w - WATER LINE em BOTTOM OF SLOPE DETERMINATION OF APPLICABLE CODES AND STANDARDS AND OF THE AUTHORITIES HAVING APPROVAL FROM THE OWNERS REPRESENTATIVE AND ANY GOVERNMENTAL AGENCY WHICH+00 J Bow BOTTOM OF WALL JURISDICTION SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR, AS SHALL BE THE MAY HAVE JURISDICTION OVER CONTEMPLATED CHANGE. 1 000 �0 BASELINE FP- FP- FIRE PROTECTION LINE CCB CAPE COD MIN ANALYSIS OFF ALL SUCH CODES AND STANDARDS IN REGARD TO THEIR APPLICABILITY TO THE INIIIIIIIIII 78 North Street - 3rd Floor _,- PROJECT FOR SECURING ALL APPROVALS AND PERMITS. 27. ALL ELECTRICAL, TELEPHONE, DATA/COM AND FIRE DEPARTMENT CONDUITS ARE TO Hyannis, Massachusetts 02601 ------- CONSTRUCTION LAYOUT - G - - G - GAS LINE CSE COBBLESTONE EDGING BE INSTALLED BY THE ELECTRICAL CONTRACTOR. TRENCHING, BACKFlLLING, ..�■� �.� ZONING LIE _ E - - E EXCEPT WHERE THE PROJECT DOCUMENTS INCLUDE MORE STRINGENT REQUIREMENTS, CONCRETE WORK AND STREET REPAIR SHALL BE PERFORMED BY THE GENERAL OR UNOERGROLND ELECTRIC, DATA/COYMUWCATIONS LINES ECB EROSION CONTROL BLANKET CONTRACTOR/SITE CONTRACTOR. Phone - 508 771-7502 -e/oc - -yoc - APPLICABLE CONSTRUCTION INDUSTRY STANDARDS HAVE THE SAME FORCE AND EFFECT AS IF ( ) TOWN LINE ELEV ELEVATION BOUND HERETO. SUCH STANDARDS ARE MADE A PART OF THE PROJECT DOCUMENTS BY Fax - (508) 771-7622 - T - - T - lM�OfRGR0UN0 DATA A)c COIIMUINICAIION LIES REFERENCE. 28. RIM ELEVATIONS OF DRAINAGE AND SANITARY SEWER MANHOLES ARE APPROXIMATE. FINAL ---- STATE LINE EXIST EXISTING ELEVATIONS ARE TO BE SET FLUSH AND CONSISTENT WITH GRADING PLANS. ADJUST ALL www.boxter-nye.com FA- -fA- FIRE ALARM EQ. EQUAL 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL QUANTITY ESTIMATES AND VERIFYING, TO OTHER RIM ELEVATIONS OF MANHOLES, GAS GATES, WATER GATES AND OTHER UTILITIES TO AMP- FllRE E Pam CABLE RN FOUNDATION HIS OWN SATISFACTION, THAT ALL QUANTITIES ARE ACCURATE FOR ALL CONSTRUCTION FINISHED GRADE WITHIN THE LIMITS OF THE SITE WORK. ------- GRAVEL ROAD MATERIALS, INCLUDING CUT do FILL ESTIMATES WHICH THE CONTRACTOR MAY PREPARE BASED S T A M P S T A M P _ EOP_ _ EOP EDGE OF PAVEMENT CAT"- -G1V- CABLE TV FT FINISHED FLOOR ELEVATION ON INFORMATION CONTAINED WITHIN THESE PLANS. 29. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. SURFACES NOT C BIC Sce GB GRADE a� OTHERWISE TREATED SHALL BE STABILIZED AS LAWNS. ALL LAWN AREAS SHALL HAVE A ��jH OF ATgss -- BITLMIINOUS CURB ■RCB ■ CATCH BASIN (SQUARE OR ROUND CATCH BASIN) 3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE MODIFIED LOAM BORROW PLACED, SEEDED, FERTILIZED, LIMED AND MULCHED UNTIL GRASS �� 'fo o MAT-THEWyG ccB oCe Dce Gc GRANITE an LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT STAND IS ESTABLISHED AND SURFACE IS STABILIZED. THE MODIFIED LOAM BORROW SHALL �� W CAPE COD BERM DOUBLE CATCH BASIN GE GRANITE EDGING DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE ENGINEER FOR HAVE A MINIMUM DEPTH OF 6" AND SHALL BE PLACED FLUSH WITH THE TOP OF ADJACENT �o EDDY PCC PCC PRECAST CONC. CURB - �_ DRAIN K.ET HC RESOLUTION OF THE CONFLICT. CURB, EDGING, BERM, OR OTHER SURFACE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CIVIL CA HANDICAP AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 No. 43183 vcc �� ART. GRAN. CURB �, ® DYf1 DRAIN MANHOLE HP HIGH PINT 4• THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES � � ID SGc _ _ FOR OBTAINING PERMITS AND PERFORMING ALL NEW CONSTRUCTION, RELOCATION, ALTERATION SHALL BE FURTHER STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLEX OR `�a/STERN` SLOPED GRAN. CURB -TD- TRENCH DRAIN LA LANDSCAPE AREA ANDADJUSTMENT OF GAS, ELECTRIC (INCLUDING UTILITY PODS), TELEPHONE, CABLE, FIRE EQUAL. ss/o L eNG -�-� LIMIT OF CURB TYPE PLUG/STUB LP LOW PONT ALARM, WATER, SANITARY SEWER, STORM DRAIN, AND ANY OTHER UTILITIES, BOTH PUBLIC AND 30. THE CONTRACTOR SHALL WATER, MOW, FERTILIZE OR OTHERWISE MAINTAIN ALL SODDED AND l MAX MAXvlN1 PRIVATE, AS REQUIRED. SEEDED OR OTHERWISE STABILIZED AREAS UNTIL GRASS STANDS OR OTHER VEGETATED ----- SAWCUT FES► FES► FLARED END SECTION METHODS ARE ESTABLISHED TO THE SATISFACTION OF THE OWNER OR THEIR REPRESENTATIVE. MINwoo" 5. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS, CONSULTANT MATCHUNE -�' HEADWALL AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE MCC MONOLITHIC CONCRETE CURB SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE CONTROL STRUCTURE "/EP LP M� HIGHWAY BOUND/ ESCUTCHEON PIN LEAD PLUG ENGINEER, OR THEIR REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT 31. THE CONTRACTOR SHALL RESET ALL MONUMENTATION DISTURBED DURING CONSTRUCTION sw� S1HL AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE A SURVEY SOLID WHITE LINE LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES, CONDUITS, LINES, NK: NOT N CONTRACT AND OTHER BURIED INFRASTRUCTURE AND SYSTEMS BEFORE THE START OF ANY WORK. THE BY A PIS TO ENSURE THAT THE MONUMENTATION IS RESET TO ITS ORIGINAL LOCATION. Sn_ Sn SOLID YELLOW LINE � ® SMrH SEWER MANHOLE MONUMENTS INCLUDE, BUT ARE NOT LIMITED TO, TOWN BOUNDS, MASS HIGHWAY BOUNDS, NTS NOT TO SCALE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT PROPERTY LINE MONUMENTS, IRON RODS, STAKES, CONCRETE BOUNDS, GRANITE BOUNDS AND BAIL - - - BROKER WHITE LINE ® GREASE TRAP PCC PRECAST CONCRETE CURB BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE INFRASTRUCTURE, UTILITIES, STONE WALLS WITH DRILL HOLES. CONSULTANT _ Bri BROKEN YELLOW_ CONDUITS AND LINES EXACTLY. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND LINE PROP PROPOSED D INFRASTRUCTURE AND UTILITIES AS REQUIRED. THE CONTRACTOR MUST CALL "DIG SAFE- (AT S" '� swat SOLID WHITE CHANNFIIZNG LINE ® WATER MANHOLE PWW PAYED WRIER WAY 1-888-DIG-SAFE) AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. SY(?1L SYCK SOLID YELLOW CHANNELIZING LINE � WATER GATE REl1oD REMODEL 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL AT LEAST 24 HOURS AHEAD FOR DYL DOUBLE YELLOW LINE � TAPPING SLEEVE, VALVE, REM �oVE INSPECTIONS BY THE APPROPRIATE AUTHORITY IN ACCORDANCE WITH THE TOWN EXCAVATION SAFELY: sL & BOX RISER RM RE]IIOYE AND RESET REQUIREMENT'S, AS APPLICABLE. STOP LINE � ALL EXCAVATION MUST FOLLOW OSHA, MASSACHUSETTS AND LOCAL REGULATIONS FOR SAFETY. PREPARED FOR PRESSURE REDUCER RMcS ROMOYE AND STACK SIAMESE CONNECTION RET REM 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, INCLUDING ALL TRENCH EXCAVATION EXCEEDING 3 FEET OF DEPTH WILL REQUIRE A TRENCH PERMIT STEEL GUARD RAIL �f�p THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF FROM THE LOCAL TOWN OR CITY PRIOR TO ANY EXCAVATION. 8 FRE HYDRANT SGE SLOPED GRANITE EDGNG 1963, MASSACHUSETTS) PRIOR TO COMMENCING ANY WORK. CuITImaquid Golf Club WOOD GUARD RAIL-°-°-°- -a-a-o- STOCKADE FENCE �u Rv WAS METER SGIC 300 GRANITE CURB 8. BAXTER NYE ENGINEERING do SURVEYING ASSUMES NO RESPONSIBILITY FOR DAMAGES 35 Marstons Lane • POST INDICATOR VALVE TEG TIE INTO EXISTING GRADE INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. DRAWINGS STATEMENT: Barnstable MA 02675 PATH U ® WELL TOC TOP OF CURB 9. THE TERM "PROPOSED" (PROP.) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS TREE LINE TOF TOP OF FOUNDATION OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET'. THE CONTRACTOR WILL PREPARE AS-BUILT DRAWINGS, STAMPED BY A MA LICENSED �r + MONITORING WLFIII PROFESSIONAL ENGINEER (PE) CERTIFYING THAT "TO THE BEST OF THEIR KNOWLEDGE, -"-"-x- -"-"-"- CHAIN LINK FENCE TOS TOP OF SLOPE (R&R) JUDGEMENT AND BELIEF, THE CONSTRUCTED WORK IS IN GENERAL CONFORMANCE WITH THE � IRRIGATION CONTROL VALVE 0000000 000r.�o STONE WALL � SPMNbON HEAD TOW POP OF WALL 10. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION PLANS." NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AND "-`� K;6 POST ALL BONDS ASSOCIATED WITH SAME, AND COORDINATE WITH THE ENGINEER AS RETALWNG WALL O GAS GATE T11P T11PK'.AL HAY BALES � U011 UNLESS OIIfRM1SE NOTED REQUIRED. � ® GAS METER w �Y N FRO BY CONTRACTOR INSPECTIONS: 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED --2----- -4 MINOR CONTOUR ® EM ELECTRIC MANHOLE VGC YFRIICAL GRANITE CURB IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING 1. CONTRACTOR SHALL COORDINA 7E WITH THE ENGINEER ON ALL NECESSARY INSPECTIONS AT INFORMATION OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST _10- _21>- MAJOR CONTOUR ® ® ELECTRIC BOX DISCOVERED, THE CONTRACTOR MUST NOTIFY THE OWNER OR ENGINEER IMMEDIATELY 48 HOURS AHEAD OF A REQUIRED INSPECTIONS. ® ELECTRIC METER UPON DISCOVERY AND AT LEAST 72 HOURS PRIOR TO INSTALLATION OF ANY PORTION 2. AT A MINIMUM, THE FOLLOWING INSPECTIONS WILL BE REQUIRED: -ios �Osr- TOP of SLOPE ACC1P ASPHALT COATED CORRUGATED METAL PIPE OF THE AFFECTED WORK. A. INSTALLATION OF SEDIMENT AND EROSION CONTROLS AT LIMIT OF WORK PRIOR TO 9cs- -D BOTTOM of SLOPE 4 �#iT POLE CAP CORRUGATED ALIAl" PIPE COMMENCING CONSTRUCTION. \ 4 FLOOD LIGHT CAST RON PPE 12. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL B. BOTTOM OF EXCAVATION i GR EACH STORMWATER MANAGEMENT (SWM) FACILITY. ap BUILDING DIMENSIONS AND CONSTRUCTION. BUILDING DIMENSIONS SHOWN HEREIN ARE FOR C. AT COMPLETION OF INSTAL LAi ION OF EACH SWM FACILITY PRIOR TO BACKFILL. II LANDSCAPE LIGHT COORDINATION WITH OTHER SITE WORK ONLY AND SHOULD NOT BE USED TO STAKE OUT D. AT INSTALLATION PHASES FOR SEPTIC SYSTEM TO BE DETERMINED. 1= aT CHANGE IN TYQE BUILDING ..a / �•a LIGHT POLE (SINGLE) E. FINAL STABILIZATION AND PLANTINGS PRIOR TO REMOVING ANY SEDIMENT AND BUILDINGS. SITE CONTRACTOR SHALL STAKE OUT THE EXTERIOR BUILDING CORNERS FROM EROSION CONTROL DEVICES. �QENT ENT BUILDING ENTRANCE CHIP CORRUGATED METAL P� THE LATEST ARCHITECTURAL PLANS. THE CONTRACTOR SHALL NOTIFY BAXTER NYE ►i N SINGLE LUMINAIRE ENGINEERING & SURVEYING OF ANY DISCREPANCIES BETWEEN SITE PLAN DIMENSIONS AND �LD )OLD LOADING DOCK COND CONDUIT ARCHITECTURAL BUILDING PLANS BEFORE PROCEEDING WITH ANY PORTION OF SITE WORK �.■ t.a DOUBLE LUMINNRE WHICH MAY BE EFFECTED SO THAT PROPER ADJUSTMENTS TO THE SITE LAYOUT CAN BE D"D Ow OVERHEAD DOOR TRIPLE LUMINANRE CPP PLASTIC IC PIPE ���INTERIOR ED MADE IF NECESSARY. PLASTIC PPE - SMOOTH NTE]RIOR 0 BOLLARD QUAD LUMINNRE CS CURB STOP FOR WATER LINE 13. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF U ® DUMPSTER PAD -S WALL PACK OPERATIONS TO THE OWNER AND ITS REPRESENTATIVE. THE CONTRACTOR SHALL NOTIFY AND T SIGN DIP DUCTILE IRON PIPE COORDINATE WITH THE OWNER, ITS ENGINEER OR REPRESENTATIVE. DOUBLE SKIN -- SIGNAL ARM Ds DOwI SPOUT 14. THE CONTRACTOR SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION Pr • PARKING METER ► O MANHOLE E ELECTRIC MEETING AT LEAST TWO (2) WEEKS PRIOR TO COMMENCING CONSTRUCTION. 10 P/RKINGI COUNT C. -0- UTILITY POLE/GUY WIRE FaC FRAME AND COVER 15. THE CONTRACTOR SHALL MAKE SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE ANY .� -j z Ct0 COMPACT PARKING STALLS o �-� UTILITY POLE GUY POLE FABRICATION OR DELIVERY OF PRODUCTS OR MATERIALS. �- C7 ® HAND HOLE / FdG AND �� 16. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND ALL CONSTRUCTION ~ "p O IIIII I I (IIIIIIIIII CR06Sw" G GAS MEANS AND METHODS. BAXTER NYE ENGINEERING do SURVEYING, DOES NOT ASSUME ANY to 'm EN PULL BOX RESPONSIBILITY IN JOB SITE SAFETY FOR CONSTRUCTION METHODS USED. ALL FEDERAL, v L � CROSSWALK ® SET FFIHCE/HAYBALE HYD HYDRANT STATE, AND LOCAL OSHA REQUIREMENTS AND REGULATIONS SHALL BE FOLLOWED BY ALL O L_ 0 CONC. PAVEMENT DIVERSION BERM/SWALL D NIERCEPTOR DRAINo PERSONNEL ON THE JOB SITE AT ALL TIMES. �7L � m AND HAY BALE CHECK DIM NV N% RT ELEVATION 17. THE CONTRACTOR SHALL REMOVE ALL STUMPS, RUBBISH, AND DEBRIS FROM THE PROJECT a CM m STANDARD DUTY FLDOBL.E PAVEMENT SITE. STORAGE OF THESE ITEMS WILL NOT BE PERMITTED ON THE PROJECT SITE. THE HEAVY DUTY FLEXIBLE PAVEMENT 6 PI POINT OF INTERSECTION Po PERFORATED DRAIN CONTRACTOR SHALL LEAVE THE SITE IN A SAFE, CLEAN, AND LEVEL CONDITION AT THE ® ® HAND" RAMP FLARED ENO SECTION (FES) PVC POLYA NYL CHLORIDE PIPE COMPLETION OF THE SITE CLEARANCE WORK. -® wTH STONE PROTECTION HANDICAP PARKING RCP REINFORCED CONCRETE PIPE 18. ALL UNSUITABLE MATERIALS ENCOUNTERED WITHIN THE LIMIT OF WORK SUB GRADES SHALL z BE REMOVED, AS DIRECTED BY THE ENGINEER OR OWNERS REPRESENTATIVE, TO NATURAL O VAN-ACCESSIBLE HAND PARKING s'PD ICAP PERIMETER DRAIN RD ROOF DRAIN STABLE GROUND BY THE CONTRACTOR. UNSUITABLE MATERIALS INCLUDE TOPSOIL„ LOAM, VAN VAN PEAT, ALL ORGANIC MATERIAL, SNOW, ICE, CONSTRUCTION RUBBLE, TRASH, AND OTHER a ® CART CORRAL PAVED WATERWAY (PWIW) S SE" DELETERIOUS DEBRIS. NTH STONE PROTECTION SO STORM DRAIN 19 TREES AND SHRUBS WITHIN THE LIMITS OF GRADING SHALL BE REMOVED AND RESET ONLY � Detail no. ® JUTE MAT IN SWALE UPON APPROVAL OF THE ENGINEER OR OWNERS REPRESENTATIVE. on DETAIL OR SECTION REFERENCE T �� w 20. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S Sheet no. l) Q �r S TSv&B TAB VALVE A OPERATIONS, WITHOUT PRIOR APPROVAL BY THE OWNER OR ITS REPRESENTATIVE, �C �i SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE ,_-- AL WETLANDS LIP UTIUTY POLE CONTRACTOR'S EXPENSE. � 50' WETLAND BUFFER vw WTRIFIED CLAY PIPE 21. EXISTING SUBSURFACE ROCK IS NOT SHOWN ON THE PLANS. IT SHALL BE THE o RESPONSIBILITY OF THE CONTRACTOR TO MAKE THEIR OWN DETERMINATION AS TO THE 100, WETLAND ER DM pLliOr W TER } LOCATION OF SUBSURFACE ROCK. m 200' WETLAND BUFFER LP LP LOW POINT 22. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND DRAINAGE, SEWER, AND UTILITY p LINT OF WEILANDS HP HP HIGH POINT FACILITIES FROM EXCESSIVE VEHICULAR LOADS DURING CONSTRUCTION. ANY FACILITIES z - DAMAGED BY CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT THE -6 WETLAND FUG G8 GB GRADE BREAK CONTRACTOR'S EXPENSE. SHEET TITLE _-_-_ 100 YEAR FLOOD PLAIN27.21 TC �7.21 TOC x27.15 Etc 27.15 IXX TOP A BOTTOM ELEVATION 23. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS SHALL BE RETAINED UNLESS NOTED legend and General MITIGATION AREA LIME %� � SPOT ELEVATION r/IEADER OTHERWISE. EDGE OF WATER 21 x 25 21 X 25 SPOT ELEVATION 24. JOINTS BETWEEN NEW BITUMINOUS CONCRETE ROADWAY PAVEMENT AND SAWCUT Notes EXISTING PAVEMENT SHALL BE SEALED WITH BITUMEN AND BACKSANDED. ALL JOINTS a - - -�- BORING LOCATION TO EXISTING PAVEMENT SHAD_ BE SAWCUT TRUE AND STRAIGHT. ALL CRACKED OR 0. O m TELEPHONE MANHOLE LEST PIT LOCATION INADEQUATE PAVEMENT AND/OR SUBBASE MATERIAL SHALL BE REMOVED AND REPLACED. SHEET NO j j8( TELEPHONE MARKER • BENCH MARK TS To TRAFFIC SIGNAL �--4s TIE IN TO EXISTING GRADE Ci so A f 0 SIGNAL BOX R FRCP FACP DATE : 02/24/14 E o o FIRE ALARM CONTROL PANEL. o o FIRE ALARM BOX g U © TRANSFORMER PAD 5 T R ® TELEPHONE RISER SCALE : N TS a DRAWN/DESIGN BY: SOM CHECKED BY : MWIE ® MAIL BOX J O B N O : 2013-072 C A D D F I L E : 2013-072-LG.dwg U � BAXTE R NYE W ENGINEERING & SURVEYING Z := Registered Professional Engineers .G and Land Surveyors II -,• G� L ND�S: 78 North Street — 3rd Floor �1 Hyannis, Massachusetts 02601 \\ +(DEPICTED PROPOSED WORK AREA ONLY) 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT Phone — (508) 771-7502 CUIMAI M) GOLF CLUB J35 MARSTONS LANE BARNSTABLE; MA. AREA IS COMPRISED OF: Fax — (508) 771—7622 o / 2 ASSESSOR'S MAP 350 www.boxter—nye.com /Rs L PARCEL 001 ;d►• ,• ce DEED BOOK 267 PAGE 174 /' _-- �. �' — • ;' , �11 `�__ \ /�/ V j' zoc 1446 PAGE 85 STAMP S T A M P RECORD PLAN 230 / 7 jN OF'��s ow 221 / 17 ems' R�1667 & 'QI 462 / 14 o MAT-THEW _ __ � ,. �. ^`.,``\ ', 111 / ♦♦ r - 409 / 29 9 �No. 431830 2. +I' -""" / �• i /,--1 --� �111� I� OWNER. THE CUMMAQUID GOLF CLUB OF YARMOUTH AND BARNSTABLF, INC. Fss/osTL LNG\� volt' - • �• ' I 01 , d�- •: ; I �` -� II I� 3.) PROJECT BENCHMARK: — / BM 'A' SPICE IN CART PATH 12' WEST OF FLAG POLE ELEV=64.47 FEET _-- /• I; BM 'B' MAG NAIL SET IN PAVEMENT 53 FEET NORTH OF THE NORTHWEST C O N S U L A N T -�--' - I, CORNER OF GOLF GIRT GARAGE E1EV_50.00 FEET ,or _ ' ,N l,\ '111; I �I y 4.) ZONING INFORMATION: �-_- �-__._ /_. 000� _ / 1 _�• Ol �' -\ --- ZONING DISTRICT : RF-2 -'' CURRENT MINIMUM ZONING REQi N'TS: *CAP 1 I I MIN. LOT AREA = 87,120 S.F. CONSULTANT MIN. LOT FRONTAGE = 20' �m►1eys '/- .� Z`, �.lp- - - \ \\�\\ I MIN. LOT WIDTH = 150' T - / ro �. 'fir-- , I FRONT YARD = 90' SIDE h REAR YARD - 15' / 15' WALL 5.) A TITLE SEARCH WAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED TO BE NECESSARY, A TTTLE SEARCH SHALL BE PERFORMED BY OTHERS. _ 'o Z56 - ---- � ;ol.� PREPARED FOR : -':' //�-----_se < ---------------- - -_ ` — ` =.E �, 6.) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD , 53 --\ / INFORMATION CONSISTING OF PLANS AND DEEDS. CO II W Cummaquid Golf Club �� ,} -' -'-, - • ` -,\ �� �� - '� Z �I THE EXISTM FEATURES SHOWN HEREON WERE OBTAINED FROM A PLAN TITLED PROPOSED CLUB HOUSE BUILDING- PREPARED BY J.K. HOLMGREN DATED 7/20/2012 35 Marstons Lane AND 9-ffLEMENTED WITH AN ON THE GROUND FIELD SURVEY PERFORMED BY BARTER NYE ENGINEERING & SURVEYING ON JAN(AARY 21, 2014. ALL PROPERTY LINES AND SITE �- Barnstable MA 02675 FEATURES DEPICTED WERE PREPARED LINDER THE DIRECT SUPERVISION OF SHANE BRfNWER W PLS145917. II NII 7.) COMMIUINITI' PMlf1 NUMBER: 250001 0001 D / 1 ',� THE FLOOD WSUfLVNCE RATE IMF' DEFINES THIS AREA AS ZONE C -� II III � Rs 8.) ENVLROIIMENTAL MIFORMIATION: ( 65ED ON CIIRRFNi GIs INFORMATION) PROPOSED SITE WORT( IS NOT WITHIN AN A.C.EC. (AREA OF CRITICAL ENVIRONMENTAL CONCERN` r - PROPOSED SITE WORK IS SNOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE b•,�2 WILDLIFE PER NHESP MAP OCTOBER 1, 2010 'ESTIMATED HABITATS OF RARE WIR IFE'FOR USE WITH THE MA WETLANDS PROTECTION ACT REGULATIONS (310 `' j' %,,,' • ,� ' / `� -%' `--� I I I '� III I I II i j'i,' ,'i i i j '% ( ♦ ,i a / O \ ,' 1✓' '' ' ' {71/ _� // /yy[ (7 CMR 10). - ,,%;';;';;;'';;;% t' \, ;'; �, ` l,, �/ ' r ,,' ,' ,, •,' _" [,f�•% / [ ` [ ��[ ��[ Imo[ I [ _'L_c ' i I '1 • PROPOSED SITE WORK AFU DOES NOT CONTAIN A CERTIFIED VERNAL POOL PER -,=['—,,--[ ® r. v_< <' NHESP MAP OCTOBER 1, 2010 CERTIFIED VERNAL POOLS.- , . , , ;/ , •" , , [ +:—[,—,:_-7 I —�—� , l i I `; •' ;' ,-__---. �,- - L--� I �• ` , �\ PROPOSED SITE MbRK IS NOT WITHIN A PRIORITY HABITAT PER NFIfSP MAP OCTOBER 1, 2010 PRIOd2flY HABITATS OF RARE SPECIES' FOR SPECIES UNDER ' ` ) ( g''", \ ! '' !' /' ,, ''�•-' -- - s� I I I/'/ cARRLe FUSER • II I \\ THE MIASSACHUSETTS 069CM SPECIES ACT, REGULATIONS (321 CURIO). i `` PROPOSED SITE WORK IS NOT WITHIN A STATE APPROVED ZONE I GROUND -- 6� /' ;' , ; `s? , MITER RECHARGE PROTECTION AREA. FLAG PROPOSED SITE WORK IS NOT WITHIN A ZONE OF CONTRIBUTION TO A -''; i' i 1P-1 I I 'AL SALTWATER ESTUARY ( ABLE B.O.H. REG. 360- ) ---- _------ k BAFNST 45 . ft~ : I/ I I I Ilr 9. UTILITY INFORMATION SHOWN HEREIN: % /' ` `♦ ` `, ` `I'1 \ 1 --•- ---- ,/�,'" �� ' • i i 1 ' �- A CIM15fED STOLE I CRUSHED STOLE ; - ( ♦ ` \ \ , . �`� , / ' / _ / / / I / S? __ S PAI M AREA I PANG AWA �` \, , ` ,` \1, \` 1 a\ M A :,,',//� i i i S i i i i i 1 i - < I I , • 1 THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPILES TO LOCATE N Az_ ALL EXISTING UTIUTIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF C0 - / h '' I1' EXISTING UTIITES, GONDUO AND LINES ARE SHOWN IN AN APPROXIMATE `.-U \`\` _ ---- r •� I I ,P-e I III MAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE O N AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR / I I , I, II I ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID w .a J Q V,J I AND UTIlTES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE � O • • ` ` , ( '. ! I T I / I PRACTICE CONTRACTOR SI LL NOTIFY THE ENQNEER MMIEDMTELY FOR POSSIBLE REDESIGN. �- (Cl)\ \ �`\ ♦ \ `, ` \ `, `/ ` `` \\` ♦` `.` `\ I`\ `, \ j ^ .. \�\ \ ♦ ♦`♦ ` \ � ` , 1 1 \ �` \ , 1 \ , 1 \ � , , I / I I 1 , � SOURCE INFORMATION FROM PLANS HAVE BEEN COMBINED WITH OF LlTILITES TO � .Q `� `\'` / TRAP) ! �`� `\ `, 1 i i I `\ f / I I DEVELOP A VIEW OF THOSE UNDERGROUND UMMES. HOWEVER. LACKING EXCAVATION, THE EXACT LOCATION F- N \ \ , , I I I % / OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE v O � ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLEW IS ADVISED THAT EXCAVATION MAY w ,' III , N. I I I 1 , I n O r MAIN % ; i i i i ; i i 1 , 1-3 ' I ' w L BE NECESSARY. 0 2 � Rj p b i r i I i i I lL �.L c'J W - 1 I 1 1 1 I ` 1 I TP-s \ 'I • UTILITY INFORMATION WAS COMPILED FROM PLAN TITLED 'PROPOSED CLUB HOUSE BUILDING ^ ' r` ( ,•; 1 1 I ��; PREPARED BY J.K. HOLMGREN ENGINEERING INC. DATED JULY 7, 2012 SUPPLEMENTED WITH: p I ' / 1 0 1 1 �-----�-ter--- 1 ry� I _ � y- ----- - - - -, 1 i ---T- -' ! oI EXISTING SEPTIC SYSTEM INFORMATION OBTAINED FROM SITE PUMA DATED JULY 26,1991 FILE T OF HEALTH.A BY DOWN CAPE ENGINEER INC.ANC ON Fl A BOARD J/ ll /' i / ' `\ i' 'u'i O 1 Z ` `� / ♦ / 1 / ��p�� \ `\ 1 '1 1 1 1 ♦`♦ ------ ' ' / , ' ' I �� __--- / CARD SKETCH � �------ I ( / � / ' � / ;/ f �` � ; � ,f � j I I I �1 I � ' TOWN WATER SERVICE SHOW ON THIS PLAN FROM WATER DEPARTMENT BE \ ,` ; ; ,1 , \ i �,� (, `. ; 1 ; i i i\ f I ' � ' � ♦\ ` ��, ' I 1 II '1 II I ' `+II tY \\ ,`` \` 1\ 1,` 1 \ • `` - --_-_ \`♦ ♦ I ' i i i• '1 li i ``` i 1 ; i ``\``1 \ 1 i ' \ � ` � \` `` `\ --_ - -� `♦ i I ; 1 1 11 ; I 1 `♦ ; i I i '� ! � 1 i `, � 1 'I 1 Ii ' U GAS SERVICE SHOWN ON RAN PER NATIONAL GRID SKETCH YPRACMCE ♦` �A D7 a ♦ , ' I 1 1 \ ♦ O I I 1 ' V `\ 1 �♦ r W � `♦ �` --- ---- - A� �` �''' }�/ 01 ',� ;1 I `, ` I I 1 \ R1R>DI I 1 1 // ` it ` I I ELECTRIC LANE SHOWN ON THIS FLAN WAS COMPILED FROM PUN TTTI.EU 'PROPOSED CLUB \ t ♦`♦ `♦ I ` II� I /�I�� �/�� \ , , \ , �` ` , 1 I 1 , \ ` ♦ .,, " ' ' '` 1 ` 1 S I \♦ ]� I HODS BUILDING' ` \ \ ` \ \ `♦ i 1 I X \ O LLI \ B \ 1\ 0 It o It I \ 1 --.------__ , `, \ ♦ I l♦ \ � r ` `I ,1 `\ `\ ♦♦ ,il• _ _ \ \ ► \ oRs —I I I q SHEET TITLE , \ q It I . I ,, ------ - 1 -_ - _ �.=y.-._ ti Existing Conditions 1 i i �( ,,: - __-_-_-_-__-� �. `. � ♦ ` `, `, �, ,, \`. � ', �, `'1 � ,`I i ,`I `! ''` <';/ � �- - I < Plan \ 1 I f v► / / \ I 1 , \ II I 1 mI'9° ,'„/i• ;`♦�\ `\, `1 I ) 11 `\ 1 ``\ 11 I , ` ,,I '` ') I 1 1 Me d SHEET NO 110 / i i/�/,�'i �\\\```I `I 1 I i 1 1 \ \ `\ ; ; 1 I; I ; i ; I 1 /� •� ' V' o C2mO a i i i i %1 r 'i l l�;rI;r I//j ��i1'1,1�I1/I I j1 1 i,l /I , r O I , i\ \` ' \ \ `\ iw�&,Az,, ii I lv �• I\ \ Jill Jill ` E 11 II OCi — DATE : 02/24/14 0. SCALE IN FEET J �]f , ( 1 I II 1 \ 1 SCALE 1"= 30' a DRAWN/DESIGN BY : SDM CHECKED BY: MWE o� JOB No: 2013-072 CARD FILE : 2013-072EC.dwg N Iy O 000, � -�� UTI UTY NOTES: / // WQ i. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO BAXTER NYE LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR "- A�� SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES ENGINEERING & / f✓ I / BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE. _ UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE > _ -- _ -' 6--_ _ __�_ i GG I MH J SHOWN HERON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE , OR ITS SURVEYING ()A• 5 ,�1 `-W I =45.2 /� REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WMI(�i -_-J/' �_,- �$ __ (% /� ► /_� I MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS. INFRASTRUCTURE AND G rn ��_ ' CB ---- UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION. THE CONTRACTOR SHALL 1. /R=45.04 \� NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE Ad `-. CB , �\ LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING Registered Professional Engineers -G a g \ RA4 ` FIRE SERVICE T�'BE WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND 8�l I►51pNE WALL _ - '--- \'� (>�I TIED IN TO EXISTING �>, SYSTEMS. INFRASTRUCTURE AND UTILITIES AS REQUIRED. and Land Surveyors �� ► ' ---- - `,_ \ WATER MAIN. PLACE 2 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. �5. /-' �33'' w 'Q6 i VALVE. 'SOX, WATER 78 North Street - 3rd Floor PO 6gk �$'' w / 49 IN\ G*TIG,AND TAPPING 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND SEVER LINES. WHERE Hyannis, Massachusetts 02601 " 2, .� / --- ---� PL1 - WYV \ SL.EEW_ MATERIAL /' WATER LINES CROSS SEWER LIMES, THE SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE ya O _ /( + o ► NEW ____-_-_ \ Aj �� TOWN REQUIREM /` I OF 18' BELOW THE WATER LINE THE SEWER LINE JOINTS SHALL BE LOCATED EQUIDISTANT MID AS FAR AWAY i , 1 + N� It p ___-- 5r `� \�, c FROM THE WATER LINE AS POSSIBLE. WHEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL MID/OR VERTICAL k �.� SEPARATION AS STIPULATED ABOVE, BOTH THE WATER LINE AND SEWER LINE AT THE CROSSING LOCATION SHALL Phone - 508 771-7502 \� ,6� STONE / MASON_ >r 'J- _ J9 � ►` / � / BE CONSTRUCTED of MECHANICAL JOINT CEMENT-LINED DUCTILE IRON PIPE FOR ONE FULL 20' PIPE LENGTH OR � ,- P ► G \ - MONUMENT W/LIGHT -S // `\ ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH PIPES SHALL BE Fax - (508) 771-7622 DIP CLASS 52 CEMENT LINED FIRE O \ u1 � . , ► / / LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH PIPES SHOULD BE PRESSURE TESTED TO 150 V�NG , ► / - SERVICE. PIPE TO BE RESTRAINT ► �� , PSI TO ENSURE THAT THEY ARE WATERTIGHT. WWW.baXter-nye.com -__pb /yJS / ► / •�� JOINT PIPEPER TOWNOF ' W w /6 BARNSTABL.E WATER DIVISION `� �� '� ► ►► �� go W 4. SEWER MAINS TO BE 8' MIN. SDR-35 PVC WITH A MIN. SLOPE OF 0.50% UNLESS OTHERWISE NOTED. SEWER 0 V G t 1 , REQUIREMENTS. SEE ARCHITECTURE-----, \� ►\ ►\ �, MANS AND SEWER FORCE MAINS TYPICAL COVER OVER SEWER LINE SHALL BE 6'. IF LESS THAN 4' OF COVER IS r I PROVIDED. INSULATE SEWER LINE AGAINST FANG IN ACCORDANCE WITH DETAIL 0205 OR EQUAL. S T A M P A / WOp G / / + G � / � 1 -' PLANS FOR ADDITIONAL SPRINKLER � � � � I I I I / / ► PI LOCATION INFORMATION AND + - r ► ( PI SIZING DUMPSTERS �� I 5. SEWER BUILDING CONNECTIONS SHALL BE 6' MIN. SCHEDULE 40 PVC, U.O.N., AT A SLOPE OF 1% MINIMUM tNOFA% ��,SNOF41,4 c \^`- I �� �` �I q FROM MAINLINE TO BUILDING UNIT WITH A CLEAN OUT SET AT A DISTANCE OF 10' (U.O.N.) OFF EACH UNIT �� ICI O�� STEPHEN CyG '-� -TiE INTO EXISTING GAS SERVICE 1 I W �c ` `'�..� � / ► rl / � FOUNDATION. �o MATTHE:W G � D. N� - / cv� G PER UTIUTY COMPANY �/ -�� �� --f - i �� �a1 '� i �� I + MATSON -' ° / REQUIREMENTS // , -- / �� 1 ,. t / \ 6. THE ON-SITE WASTEWATER TREATMENT FApLITY (SEPTIC SYSTEM) HAS BEEN DESIGNS). AND SHALL BE � EDDY -+ cn / , \ ► i I I �/ ` CONSTRUCTED, IN ACCORDANCE WITH 310 CMR 15.00-STATE ENVIRONMENTAL CODE TITLE V AND DEP TITLE V " CIVIL �' CIVIL yo G G I 1p `� -o No.46345 �C. /r /, , �� \ , I I 1 / PRESSURE DISTRIBUTION GUIDELINES. N0.43183 � � �4 '' �� I}� 7. ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS pOFG µ�� ��' GFF�G/STERN 49 -_ i / (' �� j I I 1 I OF THE TOWN OF BARNSTABLE WATER SUPPLY DIVISION AS AMENDED TO PRESENT. DIVISION HAS AUTHORITY TO FS /S T E NG�� _810 N A L ENG Z - '1 I AMEND PLANS. F ANY CONFLICTS WITH THE CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD SHALL APPLY. ` DNAL E U` s III 1 '1 + 8. WATER MAINS TO BE CEMENT LINED DUCTILE IRON PIPE CLASS 52. U.O.N. ALL CONSTRUCTION METHODS AND J O ,' / 461, a L? I + III II II ," MATERIALS SHALL BE AS REQUIRE) BY AND IN ACCORDANCE WITH THE LOCH_ WATER DEPARTMENT AND C �� " __ I ' `� APPLICABLE AWWA SPECIFICATIONS. DOMESTIC SERVICE TO BE 200 PSI CTS PLASTIC LINE U.ON.,TO DIVISION /'��'',�' ' �/G r ,•' �� J 1 '� ,' `� Wr'--�' SPECIFICATIONS SLEEVED WHERE REQUIRED. CONSULTANT o o' '' 4 / ' \ \� , ' '/ •�. ON MouNTED DOUBLE DISC. W TH TWO INCH f - 5 / O _\ 2e I r JI 9. GATE VALVE SHALL BE MUELLER ONLY. IRON BODY, 8R ZE CONNECT NEW DOMESTIC SERNC��' -� �"/ OPERATING NUT WITH MECHANICAL JOINT HUBS. GATE VALVE SHALL CONFORM IN EVERY RESPECT TO N1 �' f t APPLICABLE AWWA STANDARDS. VALVE SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI TEST PRESSURE PROPOSED RELOCATED 0 EXISTWi6,WATER LINE ram, XiST/NG G i i II AND SHALL OPEN LEFT. GAS SERVICE NEW 2' CTS PLASTIC DOMESTIC OCA' 1 VICE. SET WATER METER PER l CgRr ( 1 10. VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF THREAD, / SERVICE. C4R , 1 II �I GASKET SEATING AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES AS PER AWWA ' �`� WATE DEPARTMENT REQUIREMENTS �- 5 qGf , t 1 ^,, / SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WTH '0' RINGS. THE DESIGN OF THE VALVE SHALL BE SUCH CONSULTANT APPROXIMATE' Ufa%lE'� ' ® - � - =5t.68 IOU _ ` \\\\\\ \\\`V / / ' II / / OPEN POSITION. / / / -- o 51.93 \ _ - 2e 3' \ / , 11 / / \ s THAT THE SEAL PL ATE CAN BE FITTED WITH NEW '0" RINGS VMiILE THE VALVE IS UNDER PRESSURE IN THE FULLY TANK L0,DAT�0N5 �'. I� �f---- •�0 �� 1 TANKS AND SMH-T�. ' ' ------ 5 6.04�'JF `\ \ r SLIDING TYPE ADJUSTABLE VALVE BOXES TOGETHER LATH CAST IRON / _ __ C• , , / ` I 11. VALVE BOXES SHALL BE BUFFAL3 OR PIONEER AND SHALL BE FURNISHED AND INSTALLED FOR ALL VALVES. �,',/� �,.,�- --� � \ ��:- / I ' THEY SHALL BE CAST IRON. TAR COATED, ,.BE PUMPED OUT . � L� J --_ __- _,\ ` __ , \ \\\\\ i ) � CO\0ERS. SEE DI VISION REGULATIONS. \l 5 __ \ Q f , 12. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS THAN 4' OF COVER IS PROVIDED. INSULATE WATER 5' TR \ "�' (0 \ ' / LINE AGAINST FREEZING W ACCORDANCE LATH DETAIL 0205 OR EQUA_ NEW FIRE NC 4P \ , I ( PREPARED FOR : "MH` //Y� i �� HYDRANT RON ®+� ' ��\ �� ` 13. WATERLINE INSTALLATION REQUIRES RESTRAINED JOINTS TO BE INSTALLED AT ALL BENDS. ENDS OF LINE. e6p \ \ -tE �E �E �/ `� E T COST OF ` / \ E E ' ' VALVES AND FIRE HYDRANTS. SEE DCTAIL.S 10, 13 AND 21 56�-� � 1 �/ i30D. tf3 /3 /3 15. TOWN of BAIRNSTABLE WATER SUPPLY DIVISION APPROVED CONTRACTOR AND INSPEC oR REQUIRED Cummaquid Golf Club 51 THE INSPECTOR SHAD_ BE BORN BY THE WATER SUBCONTRACTOR. MHC t1' \ ' - - RSMH�Z \ 1 \`�\ \�� %/ W` I 16. AUTOMATIC SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE LATH MASSACHUSETTS BUILDING CODE AND 35 Marstons Lane A' j 1 ` 23 LF SCH 40 I `� I s APPLICABLE NFPA REGULATIONS, IF SO REQUIRED. 5 0, ,, 1 Pvc o S=1.7x :9� of Z �I Barnstable MA 02675 �' ,' /',�' / 1 ; . • 16' lf,'4'� I. C/O C/O , ) L I C/O INV. I , \\ \\ II I 17. PROVIDE 8' BLIND FLANGE AT FIRE PROTECTION SERVICE LINE 5'0' OFF BUILDING FACE =51.29 � \ 18. GAS, ELECTRIC, DATA/COAL IS SHOWN SCHEMATICALLY HEREON. THESE UTILITIES SHALL BE INSTALLED WITH A c I \� `\ MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE CONTROLLING UTILITY COMPANY. CONTRACTOR ' ` t �I r I I SHALL COORDINATE FINAL LAYOUT LATH APPLICABLE UTILITY COMPANY. ® \ s -s �, s SCH i 0 PVC O S=s OX s ® i �� I �i 1 i EN LL EN UL s,^ _6 1 LLC/o> i `� I l �\ , / ,� I 20. ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ALL _ \ r / / / TO KITCHEN - + I I COMMERCIAL LIGHTING SHALL BE ON A 25 FT MAXIMUM POLE. LIGHTING DESIGN SHALL MEET THE REQUIREMENTS �, �.�. FQC �/ 30' LF SCH 40 . ' _--_ `, I II of THE CAPE coo COMMISSION TB-95-001 'EXTERIOR LIGHTING DESIGN'. �JNV.,OUT-52-2S' -� CO�jT10N •- PVC O S=20X r / `� II l W W \ 22. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW � .�-,- �� �"�• -� ' , N. � J 1 I CUT. BACK FILLING OF TRENCH SHALL INCLUDE 12' IN DEPTH PLOWABLE FILL TO THE BASE COARSE OF THE ar '' EN UL G \ �' / 1 ► II� SURFACE TREATMENT. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN KIND. IF THE BITUMINOUS tiC `'� INV. OV 51. I s s s s s s s s s�s � INV. INS 1 ) / Op �\ II �+ `� CONCRETE SURFACE IS WITHIN THE FOADWAY THE BITUMINOUS CONCRETE TOP COURSE SHALL R: FINISHED WITH I INFRARED TREATMENT TO BLEND EXISTING & NEWLY PAVED SURFACES IF REQUIRED BY THE MUNICIPALITY. ' Sy'QL �'� \1 '\ / b� \\ � , ,,1 s�s s s s s s s s�a s� % ♦ \' / UTILITY POLE Ir�`� ', J�, , . ���,� � REMOVE EXISTING ` ,' - ti / UT II 23. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACK FILLING FOR Al UTiUTIES AND 1 _ EN UL - ` Z' j I ��\ ; � , W MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. CONTRACTOR SEWER LIME -- 64 s s s s s s s s s s s xV, jQH REMOVED , ` t � 1 + � I III SHALL REFER TO MEP VINO LANDSCAPE PLANS BY OTHERS FOR ADDITIONAL INFORMATION AS APPLICABLE. \ II 26.5' I $ I / o R=48.60 i I t 1 FRAMES, COVERS n 4 I EN UL r� 160 ^"L s sssssasas / II III -_ `1 I , � � AND HATCH TO -i" / ' � / ' I � A110N HOLE DATA �-� BGf P>l13442 CUT AND CAP EXISTING / ' CB r/ i I / 0110111413 -- v SEVER LINE T I I - - - ______= BE SET TO y , s m 0 `� / /1 I / W TESTly\ �.' „5, r� 1 GRADE ,yy 7C ( 1=49�2 �� --EN T / i ) ` \. TE'ST PiT III i GIRD. EL 51.50 TEST BY: / 1 / _ J / III GW. EL 4150 BY: D- �RAIS `;, /,' / CONVENTIONAL PRIMARY SEPTIC Ly�� 11/8/2fl11 Lg1TL1JG EL CERTIFIED BY: G- Dt Ell i < ' .' 1} I I LEACHING FOOTPRINT PER TITLE 5/ 1` �1 ? l '' /IL E ' 1 I SIZING / I `�, m m SURF SOIL SOIL SOIL SOIL OTHER > ( E / I I DEPTH rl HORZ. TEXTURE COLOR MOTTLING W RD L__ -E -_E E _NE I PRESBY ENViRO-SEPTIC/ u I / RD �RD p _-, E I-E -- ( ��;, `► , --� M t SEPTIC SYSTEM DP./ I W � 0-•6' FILL as i1MgIC ��- C) I \ / ____x'____E INV. ;/-E -L_ , -- ' I pv \ \\ \ `� ` ( ' / 1/ / -- E ,' ,' « _ ........1.. /r ,:............ F.\ I ►\ 6-18' C1 S� 10 YR 5/6 NONE IIaF OMIT Q� - / / ' / /' \ WOW Y60f fist w 16-26' 2 SY 6/6 NONE o I ;' ` ' / ' '`- �' 28' LF SCH 40 1 VALVE SMH SU11P I I , C2 swo siaF OIMIf = C / R-51. / CU m i `\ \ 09 } / /' PVC O S=1.0x « - --- - - -r:- - --- - -� - I W `� \ 28-120' CY 10 YR 4/4 NONE '�F W .� Q 51.20t 7 - 51.63151.814 / -45.0 B 7TOwl e \ 3 SAND s111m wm = _J C - - - - - - - - - - - - - - - - - CABLE RISER / e I F- U U) C PERC [1EPiH MAGPIES H C N INSPECTION POQT�TO BE NONE 9 O ', ,' i'' , r /' ' 1 l D-BOX` x INSTALLED PERvPRESBY , WATER OBSERVED O PERC RATE MiN/MICH ` --- R-51.4� ~` \ \ - PRACTICE MANUAL PROVIDE 3 , 1 ,� AI c) (n L ` ' ' GREEN a ' INSPEC TS. S[f W w CU �FLAC , ' , / / / -48.4 (x1T < I r I� /' 1 TEST PIT f 2 GiD. EL SILTS TEST BY: O V) ,/ ; DETA� , I 1 GW. EL 41.50 j 'TIC-011ITTESSED BY: D- DESWRALS a E rw•• ----------- ---- , , , ; / , D-BOX -a Li � �- - --- - ' 51.90' DATE ,1/8/2011 MOTTLING. EL� CERiiFED BY: G. DRLSCOLR-51. ' � 51.72 - - - - ----SEPTIC - - - - - - 52.23 ( EXTEND LOW VENTS TO REMOTE VENTING � � Q �\ ,o - INV. MIT o -,' a CL M m 47.5 OU T I o L ^� TONE , TYP. �l ( DEPTH W HOR7_ TEXTURE COLOR Momm :1 2.0 kUSH D 0 r CRUSHED STONE I I COORDINATED WI AREA TO BE DETOWINED IN FIELD ATTACH SURF SOIL SOIL SOIL SOIL OTTER ------ r'/ BM "A / /'','// �- `✓ /'/ /' ;°O % i! N i` /' i I-�--- , -----_ -- - - -- ---- -REG 51.9 +,4AKM4e # +---- ---- - -T-W►RNEIN6+4RCti4-45 :�' �\ Ilj I TO TREE. MASK W SHRUBS, ETC.) LOW o-e' Fril alNa fsc % - - -- - - - ---- - - - - ---- - - -� ,. I LOWY bWFRO E - 52.45 5266 r / BE PAINTED DARK GREEN OR ALTERNATE 1 SAND / siiaa gl►fif I 8-24' C 10 YR 5 6 NONE TR APB �' / / i v� / / / 1 `'4'�' SCH 52. 6' SCH :LAW / \ �1 i VENTS TO 8E 3' ABOVE GRADE VENTS TO Z ' ' / / / Z1.93% HPx,. VENT /r� W11 1 POTO BLEND W. VENTS TO BE 6' $CH 24--30' 2.SY 6 6 NONE O C PVC I LoAw ►eM f;MAdE60 ) / h � �E SEPTIC II 4' GA, h / 1 S� / fisEf63 -G' / / / ' / / , / ({E/1PHING CONVENTIONAL PRIMARY SE I VALVE SMH W// SUMP I 30-120' C3 1i000 10 YR 4/4 NONE �aI, i' >�� ---- ^^✓J // r' i i i i /' h i i I FOOTPRINT FOR LEACHING FOOTPRINT PER Tl 5\ : I ' Ra5266 �, CD II I �i s�fo a 3' / � o; i PRESBY' SYSTEM SIZING 80 II :�__ 1 r / / ; / / h / ;L ID-BOX 1 - - -- - - - - -,- --- - -- OW VENT, / lh c) =45.0 B 1TC)wI I I I PERC INCHES ? / i ) ;=•�, r' // i i ' / i hM /� R=5 --4 I -- -- V,-- - -- 102:00' - - -_ -- --- 51.86' ^` I WATER OBSERVED o PERC RATE IrN / 1 , �.+/ L---- -- - ------ - - - t- - ,- , L_ , W I w / ``v - « NODE N A / / (, ( < i % i BUT-\ W . I' I 52.38 o Z �� 53.07 �/ , AD (\ ( / / \ c� : 1 52.50 z9 ' ' : i 1 i TEST PR If 3 GtD. EL 52M TEST BY: - -......._..... .._..._..... -A.._. I I / J 1=59.85 �� `� `� �� / 81 TSCH 40 t . 52.26 HP x 53.28 4' �GATE r ,� � ► ----PRAtT+EE--- --`" I... ...� .. ._....�•..........._._._._......------- SUMP / l I I � ).-- ... GWI. EL 4i.50 -i WITTNESSFD BY: D- OESiIARALS� \ G ------ GREEN II 11 1.37% 12^-100 LF ENVIRO-SEPTIC PIPE 1.5' � R 53- - TYP. I DATE 11/$/ROIL MOTTLING. EL I10lE CERTIFIED BY: G_ DRlSLXILL INV. INTO VIRO-SEPTi - - - - - - - - - - - - - - - - - - - - - 1 ► / / �'� 1 \ ` ` ►r \ ) + - ' _ • ... ' • ► `'•52.18 `�I i / i DEPTH W HOR7_ TWURE COLOR MOTT1lIG a .SQ. 0.B TT�M I , I I SURF SGX SOIL SOIL SOIL G7THER p / /' � 1 `. \ `� I► � 1 , + \RESERVE SEPTIC PIPES-47. TV. I �, + / ! TRAP ) �� �\ \ W i + i LEACHING 0 . I i �' x ' I I I 0-8' FILL wra pwl=1 } , , I o I' SYSTEM BOTTOM-DRAIN � , m I G�` ' ��� ► 1 I I ' I ' FOOTPRINT FOR i - 4' SCH 80 PVC, TIP. I ,' �1 s�wolr �x,r iI PRE�SBY SYSTEM I I I i ', 1 , I I 1 8-32' Ci LOW 2.5Y 5/4 NONE stwF q4 O 18TH I I 11 , ' I I \ o I - -- -- - 0111, - _. -- -- -- - - -- ; I ' ; s�wr IFF&AE z 1 , \ / I 32-120' IOM 4 4 NONE / + ' 4n , I ' I l , I TP--1 1 . n. m I G2 Lam / SWIM sf I GREEN , , , ) / , I 1 I 102- -- 520 52.27 5250 1.73X v 53.65 54.1f i I I y, SHEET TITLE ' I 1 LIMIT OF 28 X 102 CONCRETE \$ '� o :' I n h , • in I 11Ed D-BOX #4 SAND BED, TYP. SEE DETAILS i ' \ I I Utility Plan R-521 SHEET FOR ADDITIONAL I P- t ` I I PERC ftEPTH /IJCHI + --� ---------- - T 5 I 1 / `7� ,l'- ' ' ' , ' ' I F�- ► I 1 ' , I . 1 I WATER OBSERVVED O NOTE PERc RATE 20 Mw -47.51 OUT INFORMATION ;1 I I I,: \� I I�1 - - - - - - - - - -/ -x- - CONNECT I I'>y ,�OF Pi 54.16 t 54.34 , TOP PORT 1 1 4 'c 15. I I / Q ► ( ( ► i i I I RESERVE SEPTIC I ,- 4 / Q I I LEACHING I , : / 1 I BOTTOM T� 4 ( 2D. EL 52 00 TEST BY: 2 > 1 t I /, EDGE OF GRAVEL PARKING:LOT / t ' BOTTOM I I I SHEET N O J ' y I I ► I I , ,� SHANE �-� Gw. EL 41.50 (�)wfiINESSfD BY: D. DESMARALT 1 I I I ��. a' ' 'O ' i'� / 1 I I ' �, FOOTPRINT FOR / ,' 1 I END CAPS.:I I I I 11_AN DATE. 11/8/2011 IIO1TLIiG. EL CERTIFIED BY: G_ DRtSCOLL o ' 1 ' , ' l / , I I I I I In c. MALL �7 PRESBY SYSTEM / / i �' C5mO _ 1 I I L A ,� SURF SOIL SOIL SOIL SOIL OTHER ��` / ' /,' , / / I I ( \ / !/ / `\ / / 54-, I I I 1 �I�' 9pFErc-�X3` .. DEPTH IN. HORZ. TEXTURE COLOR MOTRIMG // '/ f �/ / -- - - - -- -----�- -- - - /I ' ( -' / i ' / 1 ,'f <c^, _-- :G e'. fig- FILL Ofnla fsfa --- ---------J // ' - / ' CONVENTIONAL 1 f / CONVENTIONAL, I 1 1 / tb $ ------ ( o SEPTIC RESERVE i\ � ; , 'tl SEPTIC RESERV� i ' ' �' �' �' ct ILOAWs� 2 5Y s/4 NONE L �, �. IN I ` j I , I ��\ , / I , ,. I / IW �� �� SAM Y6Mft E DATE 02 24 14 N LEACHING ` -+ , LEACHING (/'� _ ► I , + f I ' , \ `� / I I Lew 20 0 20 40 / + / FOOTPRINT PER v FOOTPRINT PEfT� I / II 48-120' c2 � 10YR 4/4 NONE fir f+oa�ls x ,. `. i i I I ► t t PUMP OUT THEN ABANDON-IN r + TITLE 5 SIZING �l; �l 1 l 1\ / / I 1 W / PLACE EXISTNG CONCRETE GALLIES. / ,. / ,,, 1 I \ TITLE 5 SIZING I / I'�iI � ` + ► ►' I I I , I SCALE IN FEET BACKFlLL LATH CLEAN SAND AND �( +' + .'/ - is i i �, 1 I �\ i i �\ II I SCALE : 1"= 20' ABANDON IN ACCORDANCE VATH I I PRACTICE + , : V l 1 �;7- 5 ^S:c \.'' 45 `v d 1 1 f '' I ► �... I l ... . I... ..1...........� :: I DRAWN/DESIGN BY : soM CHECKED BY: MIME a I t 310 CMR 15.354. LEGALLY DISPOSE GREEN I PERC ACHES - y� 1 i / . .�. ►.. / I I I ( I I WATER OBSERVED O NONE PERC RATE N/A Mw/ING H ^ �' LA t OF PUMPED Ef FLUEN,T-OFF-SITE I I' 'cr ► ► ( �---� .-__� � � \ > JOB NO : 2013-072 C A R D FILE : 2013-072-UT.dwg o0 ry � 0 ry o 00 APPROXIMATE FINISHED GRADE = 54.45t RUN TANG VENT N�EPEIDENTI-Y UP TYPICAL I IV/1L SYSTEM 1 1 M ILL At" FLOOR TOP OF E>RERIDR m INSIDE OF TO L9 M WALE BAXTE R NYE w , ROOF �BUILDING CODE �� NOTE: ALL AIATERWS SI•IALL MEET' H-20 LOADING REQUIREMENTS. ENGINEERING & >w4 BY OTHERS. 24' COVER & FRAME. REFER TO 30' COVER & FR4W, REFER TO �-- MANHOLE RiSER AND `OVER DETAIL BILCID J-AL OR EQUAL MANHOLE RISER AND COVER DETAIL. SURVEYING r BUILDING FOR DETAILS & SPECS. & REFER ACCESS HATCH FOR 2'-0' X FOR DETAILS & SPECS. SEE DETAIL. z :4 TO PLAN FOR ELEII• 1201-A SHEET C6.1. REFER TO SET MANHOLE FRAME -I GREASE TRAP SEIII R 3'-0' ACCESS OPENwG PLAN FOR ELEV. h COMER O GRADE (LOCKABLE) SET MANHOLE FRAME ;! 16 LF C CI AT 2% FINISH GRADE RISERS A COVERS SHALL. BE WIAM3ffiGHT k COVER O GRADE (LOCKABLE) 54.40 +/- RISERS & COVERS SHALL BE WATERTIGHT Registered Professional Engineers �•G 4' C.I. Kipp, SEWER TO GREASE r r FINISH GRADE- S4.o TO 51 50 and Land Surveyors FINISHED GRADE OVER D. BOX - 51.48 TRAP NV OUT - 52.25 BULDMO SEWER 24 • 6- � � 30 � FINISHED GRADE OVER D. BOXES 51.48 TO 52.18 (SEE PLAN) 6' SCH 40 PC BUILDING SAiITARY 89 LF 6' SCH 40 VENT 2' ADJUST TO W40E 8" TOP OF PSEWER LAN FOR LAC T- 5 � (S we AT 2X r7 TOP OF TAW CEMENT MORTAR 3/4' a FOR C Pffx Hyannis,SEWER BRICK 30 LF 6' SCH 40 PVC TANx FRAME CKV"OVER AND CONCRETE 78 North Street - 3rd Floor 3' MIN. AIR GAP AT 2x FROM SW /1 3' MN. RISER M BE CENTEFIED OVER (CUT TEE) WATERPROOFMIG OUTSIDE f: _ L1wu ya Massachusetts 02601 Ok SCH Th TOP40 PVC TEE NOTE OPENING FDR 9 " MN FIRST 2' (TO BE LEVEL) PPE FIRST 2' (To BE LEVEL) Phone - (508) 771-7502 ANY. IN 51.93 -�- _- --� IRv Ml•4p.ig J �- 6" SCH. 40 PVC 4` SCH. 40 PVC Fax - 508 771-7622 PVC PIPE. HYDRAULIC CEMENT 1'-6' 3' 14 ~• 4' -6' SOH 40 PVC 6' SCAR 40 PVC 2' 6' St2R 40 PVC do SEAL AROUND PIPE INV. OUT = 51.68 ,�, � [A-11 NV OUT=48.84 NV 1M=18.6B. ;► NV N=47.68 L ( )WATERTIGHT-TYP. 4'-3' LIQID ` SUM' . oLIT-4s.48 FROM D-Box /1 :► Q- WWW.boxter-nye.com FOR ALL PENETRATIONS JIww �� MN. 14,362 J � 1/L 7191 1A.. �� ABOVE OUTLET ET.EVATiON • INLET TEE TO 1'INLET TEE TO6' �. � TO SAS BEDS 1 ST. STEEL CLAMP & EXP. BOLT REINFORCED GAS �;S CKIDNS ': ry r'` *•:.' ABOVE OUTLET EIFYATION i s ANCHOR TEE TO ON INSIDE OF TAN( TYP. ALL CONCRETE r BAFFLE ' '.` ' S T A M P S T A M WALL ,J'r BAFFLE 11• C(61SFED STOLE BASE 6 ' OF TEES N M : t. ".._:.. ... . .:. .... ...... .:.-.. L STONE RASE p 1 6 BOTTOM EL-4 '. -.. � �r �"_= �:-'�•'�:.`��.' -:- �'::.. . •-,•�' ���• STAB STONE BASE 6' CRUSHED _��'� Assgc PRECAST TANK-H-20 SET ON LEVEL CRUSHED T '� •s ' ' � '! `•, r �-' BOX 010 0 LOIA�K� 80X f2-1�4(F�20 LOADi�GU ��jN F�SS� � STEPHEN yG`pcn LOADING - STONE BASE 9INU DB-5 OGWA U110N BOX WITH TEE AND BAFRE OR �' cy O D + o MATTHEIN G 0 MATSON U, 6 �y1 'A p MA A' �1 ♦p� t1 eye �y W EQUAL WITH POLYLM FLAW EQUALM S NSTMM ON 910REY DO-14 DISTRIBUTION BOX WITH TEE AND BAFFLE OR �� W. v'� CIVIL UNDISTURBED EARTH a0M CIAU-ON W20 CASE TI'�V� 2ZWO GALLOIW TWO-Ci`O��L'1i MIEN 1 W20 S1 N` TAW EACH OUTLET TO BE NS'DIIIID ON A LEVEL SUNS BASE EQUAL WITH PTO BE K FLOW D ON A LE NSTNIID BA 0 EDDY �IVIL - No.46345 � 3 OUTLETS REQUIRED EACH 12 (XITtFTS REQUIRED ON A IEVEI STABLE BASE NoC43183 �°�`�G s T E k USE SHt>R!l' ST-3000-H-ZO TMMC OR APPROVED EQUAL USE SH1010 22,000 GALLON TUNNEL I" OR APPROVED EQUAL SEE ` O �/ �o ��� S/0 N n L GREASE TRAP NOTES: DUAL #235 ON SHEET C6.1 LOW VIM• S T �? 1. GREASE THAW WILL BE SET ON A LEVEL STABLE BASE. SEE DETAIL SS EN v 2- G� TRAP WILL CDNFORM TO H-2D LOADING SWDFIC4101VS S.AS. TO BE FLAGGED UMiI 3. ACCESS C1IVERS WIN 24'COVERS SHALL BE OONSIRUCTED TO GRADE OVER INLET AND OUTLET PPES ISStIA CE OF aR1E1CA E OF C 0 NKU L T A N T 4. TYPICAL SEAL CWWRI/CTION JOINTS WiH WM NMW OR AS 0TI*M11SE APPROVED BY MANUF'ACiiM ON ALL PFLOW STRICT O3. TYP. FIELD COMPLIANCE 3' MN S GREASE TRiP SILALL BE INSPECTED MONTHLY NO SHALL BE CLLANW OM THE LI EL OF GAFASE IS 252 OF THE EFFECTIVE DEPTH (1) OR AT LEAST Et'EItY 3 MONTHS FNISIFD GRADE OVER LEACHING FIELD =53.65t-51.20t ti GREASE TIP SHALL BE VEMED PER REAIrWRE eM OF MA FU40IG CODE. SEE MEP Platy ROR LOMINAL COIkTR OVER LOOM FIELD -S.35*-190-* (NOT ALL ROWS ARE SNOMN, SEE PLAN VIEW) 4* SM' 40 PVC CONSULTANT NV=47.38 FROM D-90XES /2-+4 NOTE CONNECT EMS OF LIE SECTIONS MANHOLE TO GRADE NV=46JD0 Ci167 QON FpYE AND COMER Ai FN91 TO BOTT011 DRAIN MAIlFOLD. SEINER wat P11oaoE MR N10 laAona ELMS-SEPTIC tIE O01/6a1011S �6.30 K'90 AID RALSfD OOIill9rilONS Al 1W 0f BREAKOUT EUNATION RNSH� waE PORT FOR MW MANIFOLD ( ) Ir -{ 4' MN REMOVE ANY UI&IIIABLF SOL (A It B HORIZONS) (4.80' PROVIDED) TO iWNE SOIL C HORIZON AND REPLACE WiM �r :••_ �`� ( ) PREPARED FOR .r CLfAII Ell PER 310 CMR 15255 (3� TO O :.Y: O O \,� ELE1NT1011 4" E IEOCESSARY. d Golf Club 24, \\\ Cummaqui CLASS 35 Marstons Lane orroo . vm VENTING �ro FOR ALL DoueLF OFFSET ADAPTER SYSTEMS Barnstable MA 02675 INV FM To mm SYSTEM SAND TO BE ASiM CD OONCRETE �� VW MANIFOLD � OF stt �IN GATE VALVEJ SEALED DRAIN SUMP SAND (NOT ITTLE 5 SAND). INSTALL 6-of To r N rAl SYSTEM SAID ADM AND 810 THE LAW VENT ootAaF WMafn Syaw DOUBLE OFFSET AQAP'TER WITH ACCESS 0011ER a�v nn f�[�♦ BMW-SEPTIC PPES. EXTEHO FABRIC 10R BEYOHO EDGE OF PPE e1MUM OF TtE11Clt PREM l BOTTOM DRAN DUAL NOT ALL F10WS ARE SIIOMM BMW( RUN GRAVEL. �E �) INSPECTION i �Tl l AL NOT TO SCALE BAN( RUN GRAVEL 6" INSPECTION PORT (NO S10NES OYFR to) ;:: ; 2' MN (BELOW PAVEIEiin NOT M SCALE LRAM d S® OR GRAVEL PAVEWENT 3' SI.OPE BACK TO = 6' SYSTEM SAND TEE. MN EL=51.20SAS MIN LOAM AND S® OR GRAVEL PIAVEMENT O SX YLiL TYP. �.! .,..t :. :;::-�:;,%c ='�`Z;, r�. ��, �. FOR DINM;E SYSTEM '. . • t �.:>:'- .-.?:.t-/ : •:•c;. >_; �':' •r.,• ...F: 12 MN BANK RUN GRAVEL BOTTOM ELBOW LEVEL. MATH -Y'C a'..a'� r MIN DRAIN ::? :.:`.... SUBIIIAiION FABRIC WITH A GRAB TD14E STiRENG7H OF TOP OF OFFSET - ..... ....................................................... ADAPTER o ::::; :: o -12' 315 LBS PER ASTY D 41i32 SIX ACHES OiITeB EIMWD-SEPTC GE(:TD(TXE FIBER EEE 4' PVC PIPE :C- :: ::':. ::'+...�:'::::. SYSTFII SAND 6' MN AMC AND B11DW ) WRAP 2' 4' MN E-S PPE NO SAND VOIDS ALLOWED. WALK EL 48.30 RANDOMLY �� VENT (BREAKOUT ELa • . : :::: ::0: ' �' :• :. . : "'::':' BETIN EN ROWS (COMPRESSING SAND) M ENYWRO-SEPTIC O CaOF?ITm FIBER MANIFOLD ENSURE SAND FILLS ALL VMS AROUND E-S PIPE EIMLO•-SEPTIC DETAIL. FOR MAT 4.75' IS- 17 50' 6' 4.7V 4, P d[L ROMIS NOT SIiOWN H-20 WHEEL WADING (DO NOT SCAL.E) I I I t OPENNrG FOR 28.0' OFFSET SYSTEM ENVNW-SIP71C CkTSET THE ONLY S(1L COMPACTION THAT SHOl1lD TAtQ PLACE ADAPTER BOTTOM PIPE AD P70 SOL w p�pprnON 6 AT THE PONE OF PREPARATION FOR PAIA". DRAMA. Tw- miff l A SYSTEM END VIEW SYSTEM DIMENSIONS PER BED OHREE BEDS iHIS SYSTEM). PPE (OUTSIDE TO OUTSIDE) LxW = 10O.W x 17.50' SECTION DETAIL FOR I f-20 WI'�. LOADNC' SAND BED LxW - 102.0' X 28.0' TOP VIEW SIDE VIEW ENVI RO-SEPTIC WE CENTER M CENTER SPACING - i.50' DO NOT INSERT PVC PIPE MORE THAN 4" INTO OFFSET ADAPTER TITLE V CONSTI�-CTION NOTES LEAC#M AFIEA REOU�Ii6M PINY SPECIRC NOTES • (Dj T 1) SYSTEM TO BE INSTALLED IN ACCORDINICE WITH PRODUCT DESIGN AND RATS® Q�i1 ��AN.. 1. ALL SYSTEM COMPONENTS SWILL BE INSTALLED IN ACCORDANCE WITH TiTLE V OF THE INSTALLATION MANUAL, STATE T D LOCAL NTACAPR S. FOR PRODUCT STATE SANITARY CODE DATED JJWUARY 3 2014, 2006, AS AMENDED THROUGH THE DATE OF (AS REQUIRED BY DEP APPROVAL FOR PRESBI( SYSTEMS) LEACHING AREA DESIGN FOR PRESBY SAS INFORMATION OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, _ � (RIOT 70 SCALE) � DESIGN FLOW INC. 143 AIRPORT ROAD, WHiTERELD, NH 03598, PHONE 1-800-473-5298 THIS PLAN, & ANY LOCAL RULES do REGULATIONS APPLICABLE. NITROGEN LOADING LIMTTATift NA WWW.PRESBYENVIRONMENTAL.COM LU „p CU Q COUNTRY CLUB, DINING ROOM-10 GPD/SEAT x 176 SEATS = 1,760 GPD 2) MINIMUM OF 6' OF MEDIUM TO COARSE SAND, WiTH LESS THAN 2% PASSING J ® SE1w Sew) 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE . ELEVATION DESIGN FLOW COUNTRY CLUB, LOCKERS - 266 LOCKERS x 20 GPD/LOCKER = 5,320 GPD A # 200 SIEVE, REQUIRED AROUND CIRCUMFERENCE OF ENVIRO-SEPTIC I- ENVIRO-SEPTIC LEACHING SYSTEM INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. COUNTRY CLUB, DINING ROOM-10 GPD/SEAT x 176 SEATS = 1,760 GPD OFFICE SPACE - I,Do4 SF X 75 GPD/1000 SF = 75 GPD PIPES. (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND - U COARSE Pusnc FleER PERFARAnONS COUNTRY CLUB, LOCKERS - 266 LOCKERS x 20 GPD/LOCKER = 5,320 GPD RETAIL SPACE - 717 SF X 50 GPD/1000 SF = 36 GPD FILL SPECIFICATIONS.) O 3. WHEN CONSTRUCTION IS COMMPLETED, PRIOR TO BACKFILLING, NOTIFY THE BOARD OF OFFICE SPACE - 1,004 SF X 75 GPD 1000 SF = 75 GPD 3) INSULTER ADVISED SYSTEM CONTACT DIG SAFE PRIOR L CONSTRUCTION. N i (� / TOTAL DESIGN FLOW = 7,191 GPD 4) DO NOT INSTALL SYSTEM ON FROZEN GROUND OR LEAVE SYSTEM UNCOVERED U � SKIMMERS HEALTH AGENT AND ENGINEER FOR INSPECTION. RETAIL SPACE - 717 SF X 50 GPD/1000 SF = 36 GPD w O GEC-TEXTILE FABRI FOR EXTENDED PERIODS OF TIME c CL 4. UNLESS OTHERWISE NOTED, ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCHEDULE TOTAL DESIGN FLOW = 7,191 GPD PERC RATE PERC RATE = 20 MIN/IN : CLASS II SOIL 5) NO DRAINS, HOT TUBS, SAUNAS, GARBAGE DISPOSALS ETC.. SHALL BE p O C L 40 PVC, UNLESS WITHIN 10 FEET OF BUILDING, WHERE R SWILL CONFORM TO MA PLUMBING GARBAGE GRINDER (NOT INCLUDED) = N/A PRESBY DESIGN INCORPORATED INTO THIS SYSTEM UNLESS OTHERWISE SPECIFIED. i LO m CROSS SEC71OAI 6) MAINTENANCE.: RECOMMEND INSPECTION OF SEPTIC TANKS AT LEAST ONCE a a. cM m (NOT TO SCALE) 12' Cam. PERC RATE = 20 MIN. / INCH CLASS 2) LOADING RATE FOR 1-60 MPI PERC: 50 LF OF ENVIRO- EVERY TWO YEARS AND CLEAN IF COMBINED THICKNESS OF SLUDGE AND LIAR = 0.53 GPD/S.F. ( SEPTIC (E-S) PIPE PER 100 GPD OF FLOW SCUM EQUALS MORE THAN 1/4 OF THE LIQUID DEPTH INSIDE THE TANK. 5. D(CAVATE ANY UNSUITABLE MATERIAL, TO THE 'C HORIZON', FOR A HORIZONTAL DISTANCE MIN, LEACHING AREA OF SAS, REQUIRED: 7) THIS DOCUMENT IS FOR THE CONSTRUCTION OF THE EFFLUENT DISPOSAL USE 7,200 GAL/3 BEDS = 2,400 GPD PER BED �Ey SHOWN. ANYONE USING INFORMATION FROM THIS DOCUMENT FOR OF 5 SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 7191 GPD/ 0.53 GPD/S.F. = 13,568 S.F. MIN. 2400 GAL/100 GAL = 24x50 LF =1,200 LF REQ'D PER BED MY OTHER PURPOSE DOES SO AT THEIR OWN RISK. z EX7ERIAR RIDGES 15.255 TO THE BOTTOM ELEVATION, 46.30 OF THE SAS. REFER TO THE SOiLS BORINGS CORRUGATED PLAS7IC PIPE HEREON. ENGINEER SHALL WITNESS BOTTOM OF EXCAVATION. USE 2 PRESSURE DOSING FIELDS 82.5'X82.5' EACH 12 E-S LINES x 100 LF/E-S LINE = 1,200 LF PROVIDED PER BED 8) INSTALLER TO PROVIDE BILL OF LADING AND SIEVE ANALYSIS FOR SYSTEM BOTTOM AREA 2.5' x 82.5' = 6,807 SF SAND BED AREA REQUIRED: SAND TO OWNER, ENGINEER AND THE BARNSTABLE BOARD OF HEALTH. C$ ) 9) RNOTE/ALTERNATIVE VENTING ALLOWED. ENVIRO-SEPTIC US PATENTS 5.954.451; 5.606,786 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS TWIN 3' OF COVER. TOTAL EFFECTIVE LEACHING AREA = 13,614 SF LOADING RATE FOR 20-24 MPI PERC: 0.883 GDP/SF 10) INSTALLER TO PROVIDE SYSTEM INSTALLATION FORM TO OWNER, ENGINEER, CANADIAN PATENT 2,185.087; OTHER PATENTS PENDING SYSTEM SAND BED AREA REQUIRED USING LIAR OF 0.883=114 SF/100GPD THE BARNSTABLE BOARD OF HEALTH AND PRESBY EH1nRONMENTAI-• c, 7. THE SEPTIC SYSTEM DESIGN SNOT INCLUDE GARBAGE GRINDER DISPOSALS. SYSTEM DESIGN CAPACITY = 13,614 SF x 0.53 GPD/SF = 7,215 GPD 114 X 2400/100 = 2,736 SF, USE 2800 SF BARNSTABLE CODE CHAPTER 360 ON-SITE SEWAGE DISPOSAL SYSTEMS, ARTiaE xlu w �-SEPTiC WE ��� BED LENGTH = PIPE LENGTH = 2 FT = 100 + 2 = 102 LF NNOVATNE AND ALTERMATME SYSTEMS, 360-37 A.THIS REGULATION SHALL APPLY TO o (NOT TO �) 8. THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY SEPTIC TANK SIZING: FIRST COMPARTMENT=7191 GPD x 200% = 14,382 GAL BED WIDTH = 2800 SF 102 FT = 27.45, USE 28 LF RESIDENTIAL AND NON-RESDEIITW' DfVd0PMENT MEETING OR EXCEEDING THE FOLLOWING COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF SECOND COMPARTMENT=7191 GPD x 100% = 7,191 GAL / CR[TE>1u► (2) NON-RIESIDE MAIL W&IOPMEtRT WITH A TITLE 5 WASTEWATER DESM FLOW OF CONSTRUCTION. THE CONTRACTOR SWILL DETERMINE THE EXACT LOCATION, BOTH (48 HR AND 24 HR = 14,430 + 7,215 = 21,573 GAL) BED DIMENSIONS= 28 FT WIDE X 102 FT LONG 1650 GPD OR MORE u, HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. EACH BED TREATS: 102 FT X 28 FT = 2856 SF X 0.883 = 2522 GPD. VAF AI�CE F�OtES'I'S : a 6`/ LOW VENT ATTACHED T THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY USE 22,000 GALLON TANK MIN. TOTAL SYSTEM (3 BEDS COMBINED) TREATS 7,566 GPD. END OF UST ROW ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY GREASE TRAP TANK SIZING: 15 GPD X 176 SEATS = 2,640 GPD 1) 310 CMR 15.221(7) DEPTH OF COVER - FROM A MAXMIUM OF 3' PER COOS TO A VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR AGREES TO BE FULLY INSTALL A D-BOX SYSTEM WITH 3 SECTIONS OF MAXIMUM OF 5.35' FOR THIS ACT• '- (OR VENT MANIFOLD IF SCR RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE USE 3,000 GALLON TANK MIN. 12 LINES EACH FOR A TOTAL OF 36 E-S LINES AND BED SIZES 28 FT X 102 FT 2) 310 CMR 15.240(7) SAS LOCATED UNDER A PARKING AREA - TO LOCATE THE SYSTEM 0° PRESENT) OPENING LANCER A PARING AREA WiTH VENTILATION AS REQUIRED BY THE REGULATION LOAM AND SEED ALL FINAL 3' CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS GRADES. NO DEEP ROOTED FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR SHEET TITLE Z PLANT MATERIALS ON SYSTEM ELBOW LEVEL WITH TOP POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF OR OVERFILL AREAS. OF OFFSET ADAPTER ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE FOR SHALL PRESERVE Septic Detail Sheet UNDERGROUND UTILITIES AS REQUIRED. GEOTEX'nLE =--.r-•-r r^'�- - 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FiNAL LAYOUT FIBER WRAP `;•,;,:2'-4 :. ,. =: �L BE AS DETERMINED BY THE APPROPRIATE UTILITY COMPANY. RANDOMLY ORIENTED SHEET NO FIBER MAT OPE. ,- . 10. GREASE TRAP AND SEPTIC TANK SHALL BE WATER TESTED ONCE THE INSTALLATION HAS BEEN COMPLETED AND ALLOWED TO SET OVERNIGHT. WATER TESTING SHALL BE PERFORMED o WITH THE REQUIREMENTS OF ASTTLI C-1227.9.2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENVIRO-SEPTIC x ' - T ' C6mO 61 PIPE �'-- /1DAPTER SUPPLYING WATER, FIRING TANKS, AND PUMPING DRY AFTER TESTING IS COMPLETED. AR _- : DATE . N 1 ASTT .C33 C,ONQRE ft' 16'.� � 11. PER TOWN OF BARNSTABLE REQUIREMENTS, THE OWNER SWILL ENGAGE A CONTRACTOR IN 02 24 14 ---1•=-�--• �--�- SAND. FILL: • A MAINTENANCE AGREEMENT. A MAINiENANCE AGREEMENT' SHALL BE IN PLACE PERPETUALLY WITHOUT LAPSE.. 01 s 12. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE LRA L E : NOT TO SCALE a LOW VENT OON {+T10N TO E� WE DETAIL SEWAGE DISPOSAL SYSTEMS DURING THE COURSE of CONSTRUCTION of THE SYSTEMS. N/DESIGN BY: JKL CHECKED BY : MWE (NO SCALE) O : 2013-072 C A D D F I L E : 2013-0720T. of 2,C 24 DIX F- -,�--I NOTES: &F NOTES. I ^`^'`" I 1. BASE SECTIONN SHALL BE MONOLITHIC WITH BARTER NYE f F 1. ALL SECTIONS SHALL BE DESIGNED FOR NOTES 7b A 48' INSIDE DIAMETER. W � %BASIN HS-20 LOADIN(.. DISTANCE VARIES 45 CPP ElB01N • •.•' • 2. ALL SECTIONS SHALL BE DESIgNED FORWSEE DRAINAGE PLANS 48' da '. H-20 L DRAW Sw►LL BE DESAK6ED FOR ` ,8' aA MANHOLEH-20 LOADING. ENGINEERING &2 COPOLYMER MANHOLE STEPS SHALL BE TRENCH DRAW H-20 LOADING T - 3 CONCRETE SHALL BE COMPRESSIVEINSTALLED AT tY O.C. FOR THE FULLDEPTH OF THE STRUCTURE. 2. CONCRETE SHALL BE COMPRESSIVE ALTERNATE TOP SLAB S1TiONGTH 4000 PSI TYPE 48- DIA. F-A I Ce I STRENGTH 4000 PSI. TYPE CEMENT. - (STEEL REINFORCED FOR H-20 LOADING) I �"T• ALTERNATE ECCENTRIC CONE SECTION 3 2'PROVIDEMAX. CLEARANCE KNOCKOUTS M FOR POPES WITH 4.COPOLYMER MANHOLE STEPS SHALL BE SURVEYING (STEEL REINFORCED FOR MS-20 LOADING 2' MAX. CLEARANCE TO OUTSIDE OF PIPE �� INSTALLED AT 12' O.C. FOR THE FULL •-� MORTAR ALL POPE CONNECTIONS. CPP PIPE GRADE DEPTH OF THE STRUCTURE ./'. m - :: 24 4. JOINT SEALANT BETWEEN PRECAST SEC71ONS 8' 24' DIA 6' seR N SHALL BE PREFORMED BUM. RUBBER. A ACCESS 5. ALL EXTERIOR SURFACES SHALL BE GIVEN Registered Professional Engineers 4S CPP WYE TWO COATS OF BITUMINOUS WATER- • ; 4W DIA. CATCH BASH J I 5. CATCH BASIN FRAME AND GRATE* MIN. TRENCH DEPTH IL Lj �� epP PwE SEE PROOFING MATERIAL and Land Surveyors 6.JOINT SEALANT BETWEEN PRECAST SECTIONS -+�- -L{-►- SHALL BE SET IN FULL MORTAR BED. SHALL BE 12- O A• g� NOTE ALTERNATE TOP SLAB ADJUMORTAR(2 COUR GRADE SES YTYP�ICAIlCK YND VARIES TREATMENTA sEF Puw) SHALL BE PREFORMED BUM RUBBER. 78 North Street - 3rd Floor EIIIIIIIII ^Y FINISH (STEEL REINFORCED FOR HS-20 LOADING) 5 BRICK COURSES MAXIMUM) SEE DRAINAGE PLANS STANDARD k' GRADE FOR RIM ELEV. CATCH BASIN coMPATAWE BUILDING MULL < _. 7.STANDARD SEWER MANHOLE FRAME AND Hyannis, Massachusetts 02601 F z COVER MARKED "SEWER. SHALL MEET SQUARE L&AILAAJUSYSTEM DEPTH / , 0 MUNICIPAL ANo/OR STATE SPECIFICATIONS 8' 24' 8' IMTH TRENCH DRAW 1 VARIES c> > •: oo VARIES ` 4 STEPS. P. � r a SEVER MANHOLE FRAME AND Phone - (508) 771-7502 WHEN APPLICABLE. S�iX PER FT TYP. SEE DRAINAGE PLANS o • r o • - DOWNSPOUT SEE DETAILS BY AR( fECn }}y� NOTE 5 CAP FOR PIPE SIZE. LOCATION 6 % 8s• .. 4 n1 .• COVER SHALL BE SET W FULL MORTAR BED. Fax - 508 771-7622 • AND INVERT ELEVATION < o FINAL 6A KFLL - ADJUST TO GRADE MATH CLAY BRICK AND ( ) N p WARNING TAPE •• o ♦ ORDINARY BORROW (M.1.01.0) e ' MORTAR (2 BRICK COURSES TYPICALLY, WWW.baxter-nye.com o s z r S APFM lCABIJ: o A d o 5 BRICK COURSES MAXIMUM) U71UTY •O g p5 W 48' DIA. MANHOLE aj Ix ANGLE FRAME SYSTEM -• &cF> SEE NOTE 6 W W 48' DIA. CATCH BASIN w/ S b_ U 'cam` ' • FINISHED GRADE S T A M P S T A M �j Q� r tN OF M,4 --� N SEE NOTE 4 4 �'� t4. NMALTBApffILL .4 -3. I GASKET O VE WATERTIGHT y��'P� SS7� N OF r,Tq SS9 -. HOOD •f OUTLET • ENGCOORDHAIE INEER M Nr VVARIES ACE TREATMENT d �p HAND TAMPED o� MATTHEW yG ,-+c � cy giFp` '�'•' HAUNCHM MA NIFAC7URER'S STAWON1 6 - TLET W. N ` STEPHEN GJ FRAME A GRATE 7Rmsfn0NAL COUPLING F -+ s D. N p ---- _ Q 0= • •.• c� 0 o EDDY N MATSON U) W •� a/1~RIES AND PIPE TYPE A. 4,M 4 g BCEDOMNG� a 4' DIA. CPP POPE z „ DIA CIVIL CIVIL v N INVERT -L---- �o •. .•6'..TAX2 MIN . 6••' a• o CPP ENLARGER 12• VARIES �No.431830 No.46345 Q �� < -- • LABARON LF 246 tf �° �°g / 11rPA STABLE FOUNDATION. . o G �yo o� COMPACTED SUBCxtAOE MUST 8E m 12 _ � OR EQUAL °p°y�tS� •- ; qpC) t5°O°� UNSUITABLE FOUNDATIONS MUST 90' CPP ELBOW 45' CPP WYE •• y ;. :� ass/DIAL �F�S 0NAL 'r-- GROUT • CB TO BE (T'°Q tf . •: q�OaPp° BE UNDERCUT AND REPLACE LATH •. ° • m 2S A SUITABLE BEDDING MA1E7ilAl. o: b o F:Q- j LEBARON °O �' ...' °p°� + $`•o: o p .... • /LGC226-2 (*BEE Q O b v h c� 12- COMPACTED 6- 0 _ • N • • COMPACT TO 95x MODIFIED PROCTOR (MIN.) W 6' LETS (MAX.) • GRAVEL BORROW HI EQUAL . . - - 444... •.. o a CAST-IN-PLACE ;- CPP POPE 4S CPP ELBOW TO BE BRIGC 17 To BE INVERTED ARCH 7 O ,- CONCRETE " COMPACT TO 95x MODIFIED PROCTOR ((MIN) IN 6' LIFTS MAX) SHELF O ZAP '' '; • .. ; y (SEE NOTE 2) ONLY lx+ofR PAVED. CONCRETE OR HAR09(`.APED SURFACE ; LAID FLAT AT A WITH BRK3Ks LAID AS STRETCHERS C 0 N U L T A T + o o : . t FOOTING SLOPE OF 1'/FOOT AND ON EDGE }� 12' COMPACTED O O (AREAS AUBJE TI TO VONHcuLAIt ANND/OR PEDESTRIAN TRAFTIC) �nSUBGRADE W �op� m°8 FINAL BACKFLL IN GFJE7tAL E�WMl1WENT AREAS MUST BE � p�� � P 12' COMPACTED BRICK CHIP AND tfORTAR OR CEMENT 3< m rA;- p� 0 o °O o o po� VEL BASE OONPACTED TO a60[HOOFED PROCTOR (1f1) IN 12' LFTS (MAX)(MAC) . GRAVEL BORROW CONCRETE FILL •. 7.777. y q . • ,. sSt 8°O�o ��yo OQp �O°g CPO°n COMPACTED *"'FOR SANITARY SEWER MAWS, Q' REDOING SMALL BE BACKFl1FD • a P lY s e �:�. .. g Q� o� o tS°m ° o �o o °D BADE MI'M 3/8--3/4- NON-ANGULAR STONE IN LEA; OF DRAW! COMPACTED SUBXY2ADE K'o S c b. - � K� }. Q O O p BWIROW COMPACT TO 95x M00FED PROCTOR • r. 1. INN 6 POPE DIAMETER SEE PLANS FOR POPE SIZING). SEC�ON A-A CONSULTANT CATCH p �+p /� p �y�� �p C- U IM TRH N.T.S. ROOT- LJ" N.T.S. C- SA 1 M A TWA CMG C- CATCH GN1M (CB) WITH C" TRV'1r N.T.S. C- FINC i LJfIM N.T.S. t1a N.T.S. '� �ErA1L 201 DETAIL i06 CET JL is DETAIL -_� PREPARED FOR : MA DNA. C.I. FRAME Qc SOLID COVER, 1 1pr ar rarsn.Mc•�Mcr 5'-3' SECTION MARKED 'DRAIN TO BE PROVIDED 128 TONS 1 1/8'OPRE. AND SET TO FINISH GRADE AS SHOWN 1 1/8' DNA. ON PLAN FOR MAINTENANCE ACCESS. = Cummaquid Golf Club NE TYPICAL, UNLESS OTHERWISE NOTED. CO DIA C.I. FRAME A Soup O GASKET 7-8 1/2' SECTION DESIGN FOR H2O LOADING COVER, MARKm 'DRAM!'. To � BE PROVIDED AND SET TO ��F,�O FINISH GRADE FLASH GRADE ON NOW 6 A FIN7� SEE NOTE 6 « 7 STRUCTURE AT LOCATIONS AS OYQ l0P OF SWAX1 Uis, io a 122 T S NMOO\L Nr UnS %IOMM ON PION FOR mom 1401 an SOLML iYl'IC•I JOIIJT DSItn. TYPICAL JDWr DICUI 35 Marstons Lane Av=k "�"�""'� " ,o/ Barnstable MA 02675 12-MMIN 12'IIN. 1 VMIN. 12.1PN. OVERLAY FABRIC OVERLAY FABRIC 12- MIN. OVERLAY FABRIC OVERLAY FABRIC :y�, _ � i' 1. •'♦ •• � • i.✓i �II '► I + :'.: .•' a.�.i. 2 g�P� 4x�. g. ),��. �4,PEASTONE ��,.4 Q� 45'-4' •ac1. r-=owwlwc HAM IL 0 O O O m m 0 •°o• ° 00% 0 O O O O m 0 o° 'p...'�. ��, g`g». R 7'-8.5' ---�(3) 7'-8.5'--- 8"-2.5' ►- Qr LAM t=•TWE 12' MIN. o ♦ 'o c °o o o (4) 12- b k��. •a 2'-3- -3' 8'-2 1/2- SECTION i.� �• 00 0 8 • 8.80 KNOCKOUTS A: 4a •.t; ,o 0 0 ® 0 O O O �] m 0 a •• 0 O O O O ® m 0 D .Qn 16.6 TONS � « % o�Qo. oo 6.•oo 0 0.00 • ob.00 3 4--1 1/2' CLEAN WASHED .}:a :{. 3 r-i i GLEAM // /�- Q (� VOIDS) �Y1f�f1GIE I 2- DNA. < � R�°. O U O O O � m m 0 .3 4'-t 1/2' CLEAN• 0 0 O Cl O O ® m 0 .o �� �. o o• »Iarw Nut>0M STONE !rs ruw PMI aao o (m vow LIFTING ' ° .mo o°. O o o.°o ,00ao o:• e e • •CAST OPEINING f(1R 2• • • HOLES pO 'o 0 0 0 0 0 • o ((001�CT 1p A X 3' HATCH ACCESS Z 0 0 ® O 0 O L� m 0 0 �o 0 O ® O O O ® m 0 P ° i g $� A00111oNAl LEAo01G - (TYP) / .z.. o.°Q o o0 o aD e o o PRECAST CONCRETE V.o CP Nl SEES. OVER FABRIC ENVELOPE '`8il'� o MENt 111<I1011IIED) i l'-4' 9--3 3 4 LEACHING BASINN o • 0 O C3 O C3 C3 93 m 0 op, o °po . ao ° 0 13 O E3 ED C3 93 93 0 OD TTP OF STRUCiURES. TO PMp�T CONCPEK Optional _ oo ° o o a'°o '0 0. o BE MOM 14ON OR � LCACHNG DAM � 1 10--0- keway ° ° EQUAL v wiM wn s . . • . . 8• • o• o o .• . with °oO0°°' 0 ® O C3 CI C3 m m o 0 0 0 13 C3 m E3 C3 ® m 11 '•�. �, � I I HOLE inserts o I o 0 0 0 (CONNECT TO �r �. �, L (TYP.) °• ADDITIONAL LEACHING 4n4. Sy �' for .-4• p 0 0 O O m 0 •� ) 1• anti-floatation a > o P° BASINS AS REQUIRED) o off•o &b• � �� o o 0(, FILTER FABRIC AT BOTTOM OF � o q,�� o 00 o°a0000 o °'� o THREADED INSERTS F TEMPORARY B--J}.11 shelf ,� NET AINTE TUBE TO FILTER FINES ap aP b o ► .� ao ASSEMBLY HARDWARE ZTj ,e FOR MAINTENANCE WRAP l Q 8i i -28'-2" 6' BAFFLE � °; o°• ,yo , CAST OPENING FOR 30' MANWAY ACCESS �Ip0 0 • •• O O O O C� O � m 0 •Oo PLAN VI<� 1y o o ► MIIRAFl 40N OR EOUAL (Tl( o tX � � 3.91 D v a o 0 C3 10 0 0 ► �• BUF ACE LEACHIQ BARN(TYPJ -PLAN VEW 30' DIA. 1 V 4' 3e �° L o° Q►. o , M Li 7-3/4" ��P) -�-}-- 6' WALL 8" / 6� T► 1D 0 0 00 'D 0 0 C 0 0 0 000 8- DIA. 8' DIA. INLET OUTLET Li USE 12- PERFORATED CPP. SET LEVEL, 6- LAYER OF 3/4--1 1/2' ACCEPTABLE � o • ,� � � 8' DI H S FOR CONNECTION TO ADDITIONAL CLEAN WASHED STONE SUBGRAI� AS DETERMINED U i. BASE SECTION SHALL BE MONOLITHIC WITH OUTSIDE DIAMETER. BALL ASKS INTERCONNECTED.NOTES. LEACHING BASINS AS REQUIRED. BY ,HE -gin n n n n n n n (UQU�D Q) 2 ALL PRECAST COMPONENTS SHALL BE DES"" FOR H-20 LOADING. SEE PLAN FOR LAYOUT AND LA;AN7ITY. 3. CONCRETE SHALL BE COMPRESSIVE STRENGTH 4000 PSI, TYPE I CEMENT. PIPES 1T) BE MORTARED W PLACE ju LEVEL) � 4. FRAMES AND COVERS SHALL BE HEAVY DUTY AND DESIGNED FOR H-20 LOADING, 5 PROVIDE 'V' KNOCKOUTS FOR POPES IMTN Y MAX. CLEARANCE TO OUTSIDE OF POPE MORTAR ALL 0 PIPE CONNECTIONS. OW LTRAiiBLE SUBGRADE SHALL BE MAINTAINED. F FILL ISmr-H 2 6 STANDARD MANHOLE FRAME A COVER ER SHALL MEET MUNICIPAL AND/OR STATE SPECFICA7KWS NEEDED FOR 9UBBE PER BELOW THE BASH BOTYPY• FILL MATERIAL SMALL 8E PER I�-SSND M1.04.0 TYPE B. THREADED.INSERT'S FOR ..~ TEMPORARY ASSEMBLY OPTIONAL KEYWAY MATH W •0 CU J Q AN APPLICABLE HARDWARE INSERTS FOR PRECAST J 7. STANDARD MANHOLE FRAME A COVER SMALL 8E SET W FULL MORTAR REIN. ADJUST TO GRADE Si�Qli �-� OR CAST IN FIELD ANTI MOTH CLAY BRICK WHEN GRADE TO TOP OF PRECAST UNIT DISTANCE iS V-0' OR LESS (5 COURSES SE6.MLJ�B MAX.). USE SOUR CONCRETE BLOC( WHEN DISTANCE IS GREATER THAN i'-0'. FLOTATION SHELF `J B. OOT OVERLAP SHALL OCCUR BETWEEN ADJACENT 94EETS OF FANW- FiL ABRiCFSHALL BE INSTALLED MANUFACTURERS RECOMMENDATIONS c- 22,000 C3ALLON SEPTIC TANG C- SUMMACE ■ rACHM aAM N.T.S. � �ET�L N.T.S. W ( (� V� MA U- Q. C i4o wo 2 tCf o_ 0` co m SURFACE TREATMENT VARIES A FINISH Z FINISHED GRADE GRADE O 8` 30' DNA. 8• 6' SCH. 40 PVC OR A ~ SOR-35 PVC PIPE BRICK SHELF WALL OF MANHOLE - RISER 24'SGIMIE SLOPE 1'/FT SEE 12'-I FINISH GRADE WATER MAIN NOTES � .: W a p 2• �- '� o COMMON FILL/ -<-• .•.f _ ,. . - CONC. ENCASEMENT o z ORDINARY BORROWLo NOT REQUIRED IF CLEAR DISTANCE `�8 CLASS C GONCRETE > -L- l BETWEEN PiPES IS v v Of LAJI= W W i •FLOOR BOX FRAME AND LW .:• + .: GREATER THAN 18- a V 4 ~Q > NEENAH R-7506 OR EQUAL CAST-IN-PLACE .,. . . < a . z W/ S.S. CAP SCREW LID CLOSURE POLYU SHEET RETHANE P� :• s_ (T0 PET PIPE PIPE SUPPORT PIPE ON INVERT OF O 04SLILATIO N CUT AND CONCRETE BLOCK ,: • iv SEWER PIPE } Z 45' PVC (SDR35) BEND �p IN PLC BRICK UNED SEVER LINE WHEN PLACING a •, Ca 45' WYE PVC AROUND POPE ` .tl z PLANS FOR 1 SHAPED INVERT ENCASEMENT � •e � � O POPE SIZE I CONCRETE TO 8E z BRICK CHANNEL APPLIES TRENCH BOTTOM PLACED AGAINST 6' 6' TO DROP CONNECTIONS UNDISTURBED EARTH SHEET TITLE TO SEWER FROM BLDG MIN. .MIN. AS WELL AS CONVENTIONAL OR SHEETING IF THE SHEETING IS TO 6- PVC (SDR35). tx MIN. SLOPE .' :n ''• .• COMPACTED A NOTE-- PIPE MUST BE BRACED REMAIN IN PLACE. NT:SUBGRADE _ VERTICALLY do HORIZONTALLY Detail Sheet TO PREVENT FLOATATION 1. WATERTIGHT MANHOLE FRAME AND DURING PLACEMENT OF CONC. COVERS TO MEET H-20 LOADING 8 •hQ REQUIREMENTS, BE MARKED 'SEWER'. �� PLAN AND SHALL MEET STATE m CONCRETE COVER AND FRAME ONLY SEVIER LINE SHALL BE INSULATED WHEN MINIMUM COVER AS REQUIRED SPECIFICATIONS. EAST "DAN IRON WORKS 1586Z FIR 4-1 2 158BVH 6 SHEET N O REQUIRED WHEN CLEAlOUT IS INSTALLED CANNOT BE ACHIEVED. MINIMUM COVER REQUIREMENT SHALL BE HL SW SET OR EQUAL g DETERMINED BY THE MORE RESIRICIIVE REGULATION. LOCAL OR STATE - � IN BITUMINOUS CONCRETE. CONCRETE, (N2 ANY HARDSCAPE SURFACE 2. SEWER MANHOLE FRAME AND v COVER SHALL BE SET IN FULL C6ml MORTAR BED. ADJUST TO GRADE WiTHCLAY BRICK DATE : 02 24 14 COURSES TYP�ICALLY�S BRICK TAR (2 BRICK COURSES MAXIMUM) 01 g LL 6 C SEVAM �.p y� COVM S C A L E : NOT TO SCALE c- SEWEP SEF�AM C1.EAN"OUT N.T.S. C- SEWEfM LhE NSU•AT" N.T.S. � � CF1AN�• N.T.S. c- ATE ENS AT UiLfTY�tIWwR,7 N.T.S. C- ADD OO R N.T.S. DRAWN/DESIGN B Y : .NCL CHECKED B Y: MINE DETAIL DETAIL �0 >E'i'AIL DETAIL �1-A �ET•AIL- ryJ9 JOB NO : 2013-072 C A D D FILE : 2013-072DT.dwq o�