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HomeMy WebLinkAbout0394 REGENCY DRIVE - Health � a�- S�a a� /��,.1, �.. ��--s�., -- - - -- - _ - - - __. _ __ ____ C -TOWN OF BARNSTABLE LOCATIONS SEWAGE# VILLAGE ITe I AS SSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY S _.LEACHING FACILITY:_(typ _J ( ' ) � i NO. BE ROOMS b"ER 4 ' �{-1. &60 GJai�� Q -PERMIT DATE:_2' H —2 1 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY V- ©FWT 6ar&lf, �cus�E 1- 23 ' 3- S2� 3�y 9 - 35 ' 3 - 20 " 5 _ 380 1 No. Z�l/ Fee �0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for Misposal 6pBtrm onstCULtion permit Application for a Permit to Construct(A Repair( ) Upgrade( ) Abandon( ) gComplete System ❑Individual Components Location Address or Lot No.a qLi yt]�, ����� 1S Owner's Name,Address,and Tel.No. {o ram+-Goy� o,�c, 4- qq G(eBnPana Ra Assessor's Map/Parcel kDL d-J Installer's Name,Address,and Tel.No.SOS-93'j"'` %99 Designer's Name,Address,and Tel.No.So •-�,1 -,50Z R3 emu.i l0-cCh�0.0,0� A.�O►) (�o S+-Y- _t r e_ �,n�tnuv iII" Q l�-d - r-0 IIqo 06- r PIno N iHA I Type of Building: L� c 02ba I Dwelling No.of Bedrooms Lot Size �3 7 t sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 0 gpd Design flow provided gpd Plan Date ,—` Number of sheets Z Revision Date Title �r� �P S Ito. 1- __ �,- Size of Septic Tank 1 zj�� Q 0.A t 6 i1 AGtn�_ Type of S.A.S 500 QMJ i O A r l r 1`(�Mb �J Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro tal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal . S' ed Date Application Approved by Date 7 Application Disapproved Date for the following reasons le Permit No. � � I Date Issued No. L/ I O�i p Fee l' Oi .._ THE COMMONWEALTH'OF F MASSACHUSETTS Entered in computer: Ye _ PUBLIC HEALTH DIVISION-TOWN O;F BARNSTABLE, MASSACHUSETTS ., apolication for Veposal *pstem Construction Permit Application for a Permit to Construct X Repair( ) Upgrade( ) Abandon( ) ,Complete System ❑Individual Components r ,. Location Address or Lot No.a qy �? �(, '��M� 15 Owner's Name,Address,and Tel.No. y t '' Assessor's Map/Parcel (DLJ Installer's Name,Address,and Tel.No.�J�w Ci S�>_4%99 Designer's Name,Address,and Tel.No. M --1�Z`9502 ?-"S v►t a Cc�L►, Cry��'+��I-r Lo-C, ,I O n t3 a-tQ,r llr,.Q_ �,n C�t r\,t f 1 I�! POF.aO`k "S — Pofe0-dodo C)�n N -iq Noti- \ . ,3r ir)oi.. Type of Building: i a Dwelling No.of Bedrooms Lot Size `-,�3:r 1 ± sq.ft. Garbage.Grinder( ) i r (fa � Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures �^-- Design Flow(min.required) 0 gpd Design flow provided 3 'S gpd Plan Date "" �' Number of sheets Revision Date Title P(A poc'P A J 1t4 _ P b 1 0,_n \1 Size of Septic Tank \Sy ty (Nod k t)n 76A_ Type of S.A.S( !S 0 0 CIMA(O A �o P TN 0_�Nw�hc Description of Soil Sec. ('j`! Nature of Repairs or Alterations(Answer when applicable) Date last inspected- y ' Agreement: The undersigned agrees to ensure the construction ad maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmdnt�Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal /Sign Date _ Application Approved by ! Date r Application Disapproved b,,,,,,,,.,r Date for the following reasons y� r Permit No. 2,. I �- 34 Date Issued �/ � i�?_0 7! _. _ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed,() Repaired( ) Upgraded( ) Abandoned( by 171_�I)t I-A rAQ 144 at ,rf 4 &A j'>N e 4 —DiQ M,. M tLj^. has been constructed in accordance T with the provisions of Title 5 and the for Disposal System Construction Permit No,7< _' )56 dated 71(4/-AZ/ Installer i' A) I(,i re-Q%ALA Designer"y�,�'�"j� /�/�X_' \ E #bedrooms Approved design flow t gpd The issuance of this permit shall not be construed as a guarantee that the system will function°as destg ed. f Date /C;V1 Inspector No. 0-5 Fee r7` � i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstrm Construction Permit Permission is hereby granted to Construct(K Re$r( ) Upgrade( ) Abandon( ) System located at 9q,11 (Z I I-flicA I L �l�'E A,16T rVs ,/�! j ds L::5 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions.. �,•�-'^+ , --^'S Provided:Construction must be completed within three years of the date of this permit. f + f Date ( "i f 20 7—) . Approved by /r� ,,.• y r Town of Barnstable .°�'KME'Owti° Regulatory Services Richard V. Scali,Interim Director RARNSPA©LE, MASS. Public Health Division 0 %639' ArFDMA�A' Thomas ivlcKean, Director 200 Main Street,Hyannis, NIA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 08/02/2021 Sewage Permit# _2021-036 Assessor's Mal.\Parcel 64/55 Designer: Baxter- Nye Engineering & Surveying Installer: R J Bevilacqua Construction Address: 78 North Street Address: Hyannis, MA 02601 °�°'�5, - ozGgq On February 04, 2021 R J Bevilacqua Construction was issued a permit to install a (date) (installer) septic system 1,,t 394 Regency Drive, Marstons Mills, MA based on a design drawn by (address) Baxter Nye Engineering.&Sun/eying ciaied January 14, 2021 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may inchlde minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the-'septic system referenced above was installed with major changes (i.e. greater than .10'lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accarclance with State & Local Regulations. Plan revision of certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. 1 certif, that the system referenced above was constllleted it i4utce with the terms r -=-- �of the RAproval letters (if applicable) staller's Signature) rrA ioti IC :vi i .�) U.�t6,1 ,.i ;r 1 •p 't' <i ��r o (D sig ier's Signature) (Affix Des �' �r ip here) PLEASE RETURN TO BARNSTA.BLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE «SILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BA.RNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:1SeplicTesigner Certification Fonn Rev$-14-13.doc r ,.< t. . w •,^t, � `ram �. � ., ti.,, " .. • K fir'` ...,! .i � >:�. e f ..,.✓ I~E. ..�J. ... < +.-... .�,, x' ,^k, . 'a„ > / .; <' : ...+.i- .Nowii" aiif.TIPR NYE �# IP FND s r.^'+1;.'6,r` :- -.f ./, .:'. ,« ,£, ': ,+ • -ti.,.:-.:v. . . ,• r;.. ` \ 1. APPROXIMATE LOCATION 2" GAS ,, a BARN TA d > r '•: LINE t�\ .. . R .a £..: �.,� � .� �, (_� T•, ,!f 6 `'tf:...,q ,.a:,if .. � '.�..,r',.,.,.,. F i l�e§t>e�tP �I� ..,...... rE \,a SITE �, _ M x �..�. a -�._x w.. GENERAL NOTES ,v \ K «, .#' V BAXTER x o 1. THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS _ � , � ;.. . �:.� :� ,•�. . � � ., �' \ AP ROXIMATE.LOCATION EXISTING AT LOCUS. :?t..<`""4''•. '1°_,.w•..1.,.' `•`` J'--,,>'. . ass• ?F.p,q \ - a _ < .;: ,. . �.w WATER MAIN ENGINEERING & _�.-: ` r 2. LOCUS AREA IS COMPRISED IP FND SED OF. PER CURRENT ASSESSORS RECORDS: SURVEYING i``t �a>"" ,� ! _ ✓.,, I , i 1 1 i.:�f / .. .. .. iY-•• OWNER GAIL AND THOMAS GOULART LAND COURT CERTIFICATE 224000 Registered Professional Engineers If- LAND COURT PLAN 16427-D SHEET 2 LOT 39 g ,- ;'�_ log and Land Surveyors DRIVEWAY ASSESSORS MAP 64 PARCEL 55 t x __}_c ! x;t $ C\ / MERRIL B & LESLIE G PORTNEY 78 North Street 3rd Floor 3. PROJECT BENCHMARK: AS SHOWN ON THIS PLAN CERTIFICATE 185993 ZABLE aASSESSORS MAP 64 PARCEL 56 Hyannis, Massachusetts 02601 _ L. � _ ZO RMA11ARNSTAHiE Ps : � z 4" 4. NING INFO ON:fiI � �.�}� ��I E / � O Phone - 0 771-7502 / rr{ A'p , ..;.._ ( , w..,f , . f �, ZONING DISTRICT: RF _ - APPROXIMATE LOCATION EXISTING r Fox (508) 771 7622 r LL 9 / CURRENT MINIMUM ZONING REQUIREMENTS: � ELECTRIC roe 108.,E ��. / '10a --.. ey www.baxter-nye.com LOCUS MAP Scale: 1 2,0001 o /_ /0 \ ,__-- s- -� ;� MIN. LOT AREA = 43,560 SF. (87,120 SF. IN RPOD DISTRICT) y - sy, ti MIN. LOT FRONTAGE = 150 f T �o t3 500 GALLON - - - AST CONCRETE �� MIN. YARD SETBACKS. FROM = 30, SIDE = 15, REAR = 15 ING CHAMBER i °� MAXIMUM BUILDING HEIGHT = 30 (2.5 STORIES) 110 107.7 INSTALL ONE s 107.6 �� 10 INSPECTION PORT\ OVERLAY DISTRICTS: RPOD, SALT WATER ESTUARY, WP (WELL 2 PER CHAMBER To c PROTECTION), STATE ZONE II ABBREVIATIONS Y 1 .2 �� 108•�}j,- � �,./ \ WITHIN 6" OF � �� �, LEGEND /t i,BDREVlt`1,11O1V►J 5� , ��k�r :j' . \ FINISHED GRADE C 1077 " 5. THE HORIZONTAL DATUM IS BASED ON LAND COURT PLAN 16472-D G Ta8.3 / 9 13 LF-4 SCH 40 l �( \ THE VERTICAL DATUM IS BASED ON NAVD88 (GEOID18) DERIVED FROM - - = GAS Jo7 6 '� " t "a `L �- \ uNE '� �/' �� t �� / :j Jo PVC �s=1.27% REDUNDANT GPS OBSERVATIONS UTILIZING MaCORS NETWORK. = WATER LINE E`�P C ! f• r J �'".. / G SED O LL 1C77.8 -w -w - C, -��- ti ��� O D-BOX ' , _� STK F -UGE UGE- = UNDERGROUND WIRES ` l�- pa 3 ., y.". / 6. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE 5 f,�' 107.4� � 10 LF 4 SCH 40 o = CONCRETE BOUND -' , PVC �s=1.o / 91 MAY BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT S T A M P S T A M P • IRON PIPE 1075 G t TRANSF 5 FT OVERDIG. SEE � , / 14 LF-4" SCW.5 c) �`b � N/F OF WAYS ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A 7.8 TITLE V O f40 PVC OS=2.0 RACHEL JONES o WOODEN STAKE D ER G- CONSTRUC11ON NOTE 107� 10 s - SiO CERTIFICATE 213992 TITLE SEARCH SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO _ CB = CONCRETE BOUND la " C SPIFFY C3.1 + ,.- -i E �08.0 ` F ASSESSORS MAP 6� PARCEL 5T BAXTER NYE ENGINEERING & SURVEYING. ;L)t-ff O 'TELEPHO tE -' �- IP FMD � 13 LF- SCH 40 hS LCB = LAND COURT BOUND ��. - F RISE �' A T x � Fi �4_ -vatiP- S� (� � � G P PVC �S 1.4% ,. � IP / f07• (0 PROPOSED Q o tvIATTHEW , - IRON PIPE CBDH � S� ' ,50o CAL wM � 7. THE PROPERTY LINE'INFORMATION SHOWN IS BASED ON CURRENT � �,� I G G' 5 FT OVERDIG. STK WOODEN STAKE f FND �� sEP TANK AVAILABLE RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. EDDY �� 0 S SEE GRADING AND v �Y FND - FOUND `� 108 o+ ` �� DRAIANGE NOTE THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN :' o' IL EOP = EDGE of PAVEMENT + o ti°c TIC,5T-PtT-,#1 �� �c� SHEET C3.1 ON THE GROUND FIELD SURVEY PERFORMED BY B �'o. 43'.a3 r" BENCHMARK:CBDH 0 (� P OPOSED Job,7FR G� , \ / BAXTER NYE , " x 1 , LCB #1 ENGINEERING & SURVEYING ON MARCH JULY 2 & 9, 2020. ` ELEV.=107.44' NAVD88 tiRIVEWAY 1 t _ ,,, r, ,�•G`BST t O ��G 108.0 / 70, 1 PRE-CAST H-110 LEACHING BASINS r 01 106, r �1' 107.5 / r 4'x4 STORAGE HEIGHT ✓"Al ;.. roe + 7070 jt ,o ; + ` O oo + / /^, \\, ' ,` WITH 2.0 FT OF STONE AT OUTSIDE 8. BY GRAPHIC PLOTTING ONLY, THE PARCEL SHOWN HEREON LIES � �, �o r ;EtT �' �� ��.. PERIMETER - WITHIN FLOOD ZONE X, OTHER AREAS ON THE FEMA FLOOD CONSULT N APPROXIMATE LOCATION EXISTING o�,00 G �� Qp5 �FJ ` 1 r TOP OF SLAB OF LB STRUCTURE 107.0 INSURANCE RATE MAP (F.LR.M.) COMMUNITY PANEL NUMBER 250001 8 WATER MAIN �e �G,yFpG) E �O �0 F TEST PIT / ` \`�/� / 1r Jo75 (4 STOR HT. + 8 SLAB TOP TYP.) \ + BOTTOM OF PRE-CAST LB-102.33 0541 J EFFECTIVE DATE 7116114. APPROXIMATE LOCATION 2" GAS o6 8 q�F�xG �` 1 7.9 ��108.0 \/ �/ BOTTOM OF STONE EL=101.83 LINE ` ; oyo�� �1 r \ SEE DETAIL #111 9. ENVIRONMENTAL INFORMATION: POTENTIAL i� `� - 107 -------- sF�9 �.�---�© `� (oR EQUIVALENT VOLUME) PER MASS GIS OLIVER AS OF 07 10 2020: ENCROACHMENT/ �i�,'yp G� / / { 10 3 F G pp J07.8 9 . s • SITE DOES NOT APPEAR TO BE WITHIN AN A.C.E.C. (AREA OF 1079 � ��EST T #3 1 + + 1074 �, Gp, 1 / CRITICAL ENVIRONMENTAL CONCERN). + G Pg F' 107.9 G�FF��` LCB DISC N/F 107. FND SITE DOES NOT APPEAR TO BE WITHIN AN AREA OF ESTIMATED CONSULTANT KENNETH J & WENDY A KOZYRA TRUSTEES & + � / ` , HABITAT OF RARE WILDLIFE AS MAPPED ON MASS GIS OLIVER PER KATHHLEEN A FRIEDI OFF O NHESP "ESTIMATED HABITATS OF RARE WILDLIFE" FOR USE WITH CERTIFICATE 222228 \ d BENCHMARK:LCB ASSESSORS MAP 64 PARCEL4 � ' ELEV.=107.65' NAVD88 THE MA WETLANDS PROTECTION ACT REGULATIONS (310 CMR 1079 71 s SITE DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS 107 ��� 1r-m MAPPED ON MASS GIS OLIVER PER NHESP "PRIORITY HABITATS 1078 ' ,`' 1 OF RARE SPECIES" FOR SPECIES UNDER THE MASSACHUSETTS I `�`� 1072 �\ � % / + Job.O rr� �` u ENDANGERED SPECIES ACT, REGULATIONS (321 CMR 10). PREPARED FOR .NOTES \/ - r \ / ------ REQUIREMENTS, SITE DOES NOT APPEAR TO CONTAIN A CERTIFIED VERNAL POOL 1. ALL CONSTRUCTION SHALL BE PERFORMED IN 'ACCORDANCE WITH MHDSS, TOWN ORDINANCES, - i AS MAPPED ON MASS GIS Gail & Thomas Goulart OLIVERR PER NHESP CERTIFIED VERNAL AND SPECIFICATIONS. � � _ WOODED 1 1076 s \\� ` 394 REGENCY DRIVE Pools." 2. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF FOUNDATION. \� SITE DOES NOT APPEAR ,� 3. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN `f MAP 0 6 4/PARCEL 055 \ TO BE WITHIN A WEILAND RESOURCE 5 FT ACCORDANCE WITH THE CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE AREA AS MAPPED ON MASS GIS SYSTEM. DETAIL NUMBER IS SPECIFICALLY REFERENCED. �`,\ 2 ss SEE GRADING AND AREA= �,J 9 ± �J.F. �. DRAIANGE NOTE iP FND SITE APPEARS TO BE WITHIN A STATE APPROVED ZONE It Off,\\ #7 SHEET C3.1 LCB #2� • \� �G 1-PRE-CAST H-10 LEACHING BASINS A GROUNDWATER RECHARGE PROTECTION AREA. \ Z 4'x4' STOR E HEIGHT 1v WITH 2.0 FT�OF STONE AT OUTSIDE Q \ = �o PERIMETER m 10. UTILITY INFORMATION SHOWN HEREIN: 10+8 TOP OF SLAB OF LB STRUCTURE=106.0 ` =\r �� (4 STOR HT. + 8 SLAB TOP TYP.) - T� w v BOTTOM OF RE-CAST LB=101.33 Z THE CONTRACTOR SHALL CONTACT DIG SAFE (AT PROJECT TITLE �'�� BOTTOM of STONE EL=100.83 a 1-888-DIG-SAFE AND UTILITY COMPANIES TO LOCATE THE " \ ,� SEE DETAI #111 1J ) 394 Regency Drove e R 709.5+ ,; \\ LOCATION OF ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR g Y ZONING TABLE , (OR EQUI ALENT VOLUME) f'''� -/� _ 1C� TO THE START OF CONS7RUC110N. EXISTING UNDERGROUND MarSfO►1S Mills, MA. -`Jo7 5 "- INFRASTRUCTURE UTILITIES CONDUITS AND LINES ARE SHOWN IN ZONING DISTRICT: RF RESIDENTIAL PROPOSED USE: RESIDENTIAL r' + �'/f 4�-- AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE OVERLAY DISTRICTS: RPOD, SALT WATER ESTUARY, , `� -' SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE WP (WELL PROTECTION), STATE ZONE II r` \ AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR ,� AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES _ ALLOWED USE. RESIDENTIAL RESIDENTIAL FOOTPRINT 2,485 SF ff 1 e EXIST USE: VACANT 70z,9 O WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO r � LOCATE SAID+ D INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD a.. I� CONDITIONS DIFFER.FROM PLAN INFORMATION, THE CONTRACTOR ' ` �` ` SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR TOTAL PARCEL AREA: '43,591 f SF r' POSSIBLE REQUIRED ALLOWED EXISTING PROPOSED fr JOB. � REDESIGN. LOT AREA: 43,560 SF. (87,120 43,591 SF ** 43,591 SF ** t� / SOURCE INFORMATION FROM PLANS HAS BEEN COMBINED WITH SF. IN RPOD DISTRICT 1 OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE FRONTAGE: 150 FT 150 FT 150 FT r' �� UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE BUILDING SETBACKS a° 106'.� EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE FRONT SETBACK 30 FT N/A 68.5 FT ,' + ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE 107 ADD17IONAL OR MORE DETAILED INFORMA77ON IS REQUIRED, THE SIDE SETBACK 15 FT N A 36.2 FT + f` � REAR SETBACK 15 FT N/A 96.0 FT ' /� CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. MAX. BLDG. HEIGHT (STORIES) * 2.5 STORIES OR 30 FT N/A < 30 FT UTILITIES NOTED HEREON ARE SHOWN BASED ON SOURCE MAX. SITE COVERAGE (WP OVERLAY): N/A 10.9% (4,731 SF) f °! '� INFORMATION, WHEN AVAILABLE (RECORD PLANS), AS OBTAINED ; NATURAL STATE: 30% (13,077 SF) 100% (40,127 SF 49.6% 21,615 SF , '� FROM UTILITY COMPANIES AND/OR MUNICIPALITIES. LOCATIONS OF ( ) COMPILED UTILITIES SHOWN ARE TO BE CONSIDERED APPROXIMATE ** PRE-EXISTING NON-CONFORMING �\ r` 1 ONLY. 00 t - N/F TOWN WATER MAIN SHOWN ON THIS PLAN FROM WATER DATE D E S C R I P T 10 N r•- �Y ROBERT T & LEONA H BERTRAND 3 � I CERTIFICATE 104055 DEPARTMENT SKETCH RECEIVED 6/23/2020 AND DIG-SAFE SHEET TITLE ASSESSORS MAP 64 PARCEL 59 MARKS SURVEYED 71912020. ■ r r + GAS MAIN SHOWN ON PLAN PER NATIONAL GRID GAS SCHEMATIC Proposed Site Plan PLAN JSM2547 z ELECTRIC MAINS SHOWN ON THIS PLAN PER EVERSOURCE SCHEMATIC PLAN OF REGENCY DRIVE RECEIVED 612312020. c, SHEET NO C1 v 0 11. ' L000S MAY BE SUBJECT TO PROTECTIVE COVENANTS PER m DOCUMENT #701,280, 1172,171 0 N O - O _ - a 12. POTENTIAL ENCROACHMENT WIRE FENCE NORTHWEST CORNER. D ATE : JANUARY 14 2021 CL 0 20 0 20 LCB DISC 4O FND m SCALE IN FEET N SCALE :1"= 20' 0 DRAWN BY:SDM CHECKED BY:MWE 0 0 o' / J 0 B N O:2020-023-1 F I L E :2020-023-1 DM.dw i COPYRIGHT c 2020,BY SMART ENGINEERING LLC,dba BAXTER NYE ENGINEERING&SURVEYING,ALL RIGHTS RESERVED.REPRODUCTION IN ANY FORM WITHOUT THE EXPRESS WRITTEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED O 1 i 9 ) 1r? TYPICAL SYSTEM PROFILE NOT TO SCALE NOTES: 1. ALL MATERIALS SHALL MEET H-10 LOADING REQUIREMENTS. BAXTER NYE 2. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL TOP OF ENGINEERING & FINISH FLOO R, 110.0 SET MANHOLE FRAME & COWER: PROPOSED GRADE 108.0 OVER INLET AND OUTLET TO WITHIN 6" OF FINISHED GRADE SET MANHOLE FRAME SURVEYING & COVER TO WITHIN 6" OF FINISHED GRADE RISERS & COVERS SHALL BE WATERTIGHT RISERS & COVERS SHALL BE WATERTIGHT FINISHED GRADE OVER TANK jo7.8 FINISHED GRADE OVER D. 13OX 107.6 NSTALL ONE INSPECTION PORT PER Registered Professional Engineers MAXIMUM GRADE OVER LEACHING SYSTEM 107.70 To 107.40 CHAMBER TO WITHIN 6* OF FINISHED GRADE and Land Surveyors 9" (min) Cover 3" MIN. 4' SCH 40 PVC ENSURE PROPER PIPE 2* OF % DOUBLE 78 North Street - 3rd Floor L= 14' S=2.00% (1.0w. MIN ALLOWED) t -1111. FIRST 2' (TO BE LEVEL) WASHED PEASTONE ELEV-104-97 36" (max) Cover CONNECTION BEIVEN MIN. 10 LF-4 SCH 40 PVC OS=1.0 OR FILTER FABRIC ALL CHAMBERS (4- Hyannis, Massachusetts 02601 13 LF-4! INV OUT 104.91 SCH 40 PVC N SCH 40 PVC) OS=0.5% (LONGEST LENGTH, INV IN= 104.63 10' MIN.PVC W OUT=104.38 CHAMBER TOP CONCRETE LEACHING CHAMBERS 2 CE ELEV=104.80 PVC PIPE HYDRAULIC CEMENT & - FS INV IN=1 04.28______ > fli Phone (508) 771-7502 LL1 PVC I I SEAL AROUND PIPE WATERTIGHI`-TYP. GASaAFFLE 60 sump W OUT=I 04.12 >= Fax (508 771-7622 �6 Ir, INV IN=104 FOR ALL PENETRATIONS r__1 17-3 r BOTTOM OF 04 LU W .05- www.baxter-nye.com UNSUITABLE SOI EL=102.05 6" CRUSHED U_0 Ir REINFORCED CONCRETE NE BASE LSi IF ENCOUNTERED BELOW THE STONE "77-1-- 1 IN ,-4 6' CRUSHED PEASTIONE ELEV (TOP OF SAS), SHALL BIE REMOVED TO 5' M STONE BASE THE *C HORIZON* AS REQUIRED - SEE CONSTRUCTION LOUBLE WASHED STONE No Groundwater Observed 0 Elev. 97.05 NOTE 15 HEREON. DETFEUMN WX IRV LOADW M GALLON O_tE-<0RARTM3U 887M TAW ROTONDO DB-9 OR EQUAL WL ABSORFTM SYSM(80 LEAC�M CRAMEIM T-MAU ROTONDO ST1 500 OR EQUAL TO BE, INSTALLED ON A LEVEL STABLE BASE NIS TO BE INSTALLED ON A LDR STABLE WE 3 OUTLETS REQUIRED LEMNIQ AFEA: FEWPEMEM SEPTIC TANK TO BE INSPECTED & CLEMED ANNUALLY NITROGEN LOADING LIMITATION: .330 GPD/43,560 SF (330 GPD MIN.) LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE ALLOWABLE FLOW 330 GPD 4 FEET 14 INCHES -3/4"-1.5" WASHED S -3.0 5 FEET 19 INCHES WL LOW DATE 07/21/20 'TONE RESIDENTIAL4 3 BEDROOMS 24 INCHES 6 FEET GPDLBEDROOM 7 FEET 29 INCHES STAMP x 110 BARNSTABLE S,T,-A M P 8 FEET' 34 INCHES 10.83' 8.5 4.83'1 3 CHAMBERS[ TOTAL DESIGN FLOW 330 GPD ALUATOR: SOIL EV BOARD OF HEALTH AGENT: OF 'N A GARBAGE GRINDER .(NOT INCLUDED) - N1 STEVE MATSON, P.E. DAVID STANTON, R.S. Cj NWMIEW 3'.O'l V PERC RATE <5 MIN. INCH (CLASS 1) TEST PIT I TEST PIT 2 TEST PIT 3 TEST PIT 4 �'0 EDDY LTAR 0.74 GPD/S.F. G.S.E. - 107.11 01, G.S.E. 107.05 0" G.S.E. 107.14, 0- G.S.E. 107.55 CI'v1L -LOL r NO.43,,M3 MIN. LEACHING AREA OF &A.8. REQUIRED 29.5' 0 5YR 2.51 330 GP01 0.74 GPD/S.F. 446 S.F. MIN. TFLE V CONSMUC"WN NOTES 1 ORGANIC 0 5YR 2.5/1 ORGANIC 0 5YR 2.5/1 ORGANIC 0 5YR 2.511 ORGANIC 4" (ELEV ITH R.AN OF SOL ABSOWTION SYWM W PROPOSED SYSTEM 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TnE V OF THE STATE SANITARY CODE DATED SEPTEMBER 06.78) 4" (ELLV 106.72) 4" (ELEV 106.81) 107.22) 4" (ELEV I 3 500 :GALLON LEACHING CHAMBER UNITS., 0, 2016, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABIF SW GAJLON PFMAST LEACHM CHAMBM A 7.5YR 2.5/2 SANDY A 7.5YR 2.5/2 SANDY A 7.5YR 2.5/2 SANDY WITH 3.0' OF STONE ON SIDE, 3.0' Or STONE AT ENDS A 7.5YR 2.6/� SANDY NO SCALE 1 ANY CHANGE TO:THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED LOAM LOAM LOAM LOAM SIDEWALL AREA: (29.5' + 10.83)2 :x 2' DEPTH 161.3 SF WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER, C 0 N ULTANT 10" (ELEV 10- (ELEV 106.72) 319.5 :SF 10" (ELEV 106.28) 10" (ELEV 106.22) 106.31) BOTTOM AREA. (29.5' k .16.83') 100" 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACkFILLING, NOTIFY ME BOARD OF HEALTH AGENT AND ENGINEER,FOR, TOTAL EFFECTIVE LEACHING AREA 4810.8 SF , INSPECTION. BI 7.5YR: 4/6 ; SANDY LOAM BI 7.5YR 4/6 ; SANDY LOAM B1 ; 7.5YR 4/6 ; SANDY LOAM 81 ; 7.5YR 416 , SANDY LOAM SYSTEM DESIGN CAPACITY .= 480.8 SF x 0.74 GPD/SF 355.8 GPD THERWISE NOTED HEREIN. 49P 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4* SCHEDULE 40 PVC, UNLESSIO ---4 20" DIA SEPTIC TANK SIZING� 330 GPD x .2007. = 660 GAL 136- (ELEV 104-11) 36- (ELEV 104.05) 42- (ELEV 103.64) 36- (ELEV 101.55) 5., EXCAVATE UNSUITABLE MATERIAL IF NOTED, TO THE 'C HORIZON' i FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING 'USE 1500 GALLON TANK MIN. FIEW, AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. B2 IOYR 811 SANDY LOAM B2 I OYR 8/1 ; SANDY LOAM 82 1 OYR 8/1 ; SANDY LOAM 62 ; IOYR 811 ; SANDY LOAM 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. (ELEV 101.05) (ELEV 101.14) 72- (ELEV 1 3 1`0 72 (ELEV 101-11) 72 72 01.55) -4- 7. THE SEF'nC :SYSTEM DESIGN DOES N INCLUDE GAR13AGE GRINDER DISPOSALS. 04 CONSULTANT 8. 20M THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTIUTY COMPANIES TO LOCATE ALL EXISTING C ; I OYR 6/4 - MEDIUM/ C ; 1 OYR 614 ; MEDIUMI C ; I OYR 614 ; MEDIUM/ C ; I OYR 6/4 ; MEDIUM/ UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EYCACT LOCAIION, SAND 120- (ELEV SAND 120- (ELEV 97.14) SAND 120- (ELEV 97.55) SAND -7 BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE.START OF ANY WORK. THE LOCATION OF ExInNG 120- (ELEV 97,11) 97.05) 102" IT UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE I UMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE 70 LOCATE THE UTILITIES EXACTLY. IF WO 5W GALLON FFECMT LEAC�M CHAUBM ELEVAMON INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY MR It POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL ELEV 9 7.55 No WATER TO 1 ELEV 97.11) NO WATER TO 120" (EO 97,05) NO WATER TO 1200 (ELEV 97.14) NO WATER TO 120" PRESERVEALL UNDERGROUND UTIUTIES AS REQUIRED. PERC @ 102" (ELEV 98.64) PERC @ 102" (ELEV 99.05) UT SHALL BE AS DETERMINED BY THE RATE= <2 MINIIN RATE= <2 MIN IN PREPARED FOR : 9. THE PROPOSED UTILITY CONNIC11ONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYO 'APPROPRIATE UTILITY COMPANY. CLASS I SOIL CLASS I SOIL Gail & Thomas Goulart I CERTIFY THAT ON JULY 7, 2007 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AN ERIENCE OF-SCRIBED IN 310 CMR 15.017 IVI, DATE SIGNATURE LM LffY NOTES: GRADING AND DIR"AINAGE NOTES PROJECT TITLE DIG-SAFE) AND U11UTY COMPANIES TO LOCATE ALL EXISTING 1. DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE CLEARING & DEMOLITION OPERATIONS SHALL BE REMOVED FROM 1. CAUTON: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-Effl- UTILMES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETEIRMINE THE EXACT LOCATION, 394 Regency Drive THE SITE AND DISPOSED OF IN A LEGAL MANNER 13Y THE CONTRACTOR BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING Marstons Mills, MA. 2. DISTURBED AREAS SHALL 13E PROTECTED AT ALL.TIMES TO CONTROL SEDIMENT TRANSPORT BEYOND THE UMIT OF WORK. UNDERGROUND SYSTEM% INFRASTRUCTURE, LmLmEs, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HERON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER, OR ITS a DISTURBED AREAS.SHALL BE TREATED WITH WATER DURING EXCAVATION, OR APPROVED ALTERNATIVE, TO CONTROL THE DUST. REPRESENTATIVE THE CONTRACTOR AGRES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED NOTES: BY THE CONWCTOR'S FAILURE TO LOCATE SAID SYSTEMS, INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION 1 1. BASE SECTION SHALL BE MONOUTHIC WITH 4! OUTSIDE DIAMETER. 4. THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, BACKFILL AND COMPACTION NECESSARY M ACHIEVE THE FINISH DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBI F REDESIGN. AT UTILITY ALL PRECAST COMPO,NEWS SHALL BE DESIGNED FOR H-20 LOADING. GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF BUILDING STRUCTURES, PAVING, STORMWATER MANAGEMENT AND ALL CROSSINGS, VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF UTILITIM (INTERIOR AND EXTERIOR). CONFUCTING WITH PROPOSED, INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND 3. CONCRETE SHAH BE COMPRESSIVE SIREN GTH 4000 PSI, TYPE 11 CEMENT. SYSTEMS, INFRASTRUCTURE AND UTILITIES AS REQUIRED. 5. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABIUZED WITH 4" LOAM, SEED, & MULCH. THE CONTRACTOR 4. FRAMES AND GRATES SHALL BE HEAVY DUTY AND DESIGNED FOR H-20 LOADING. CROSSINGS. SHALL BE RESPONSIBLE FOR AREAS UNTIL VEGETATION HAS BEEN PERMANENTLY ESTABUSHED. SLOPES IN EXCESS OF 3:1 AND 2. �12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY 5. PROVIDE *V .KNOCKOUTS FOR PIPES WITH 2'.MA)C CLEARANCE TO OUTSIDE OF PIPE, MORTAR ALL AREAS THAT SHOW SIGNS OF EROSION FROM CONCENTRATED FLOWS SHALL BE FURTHER STABILIZED WITH EROSION CONTROL If .98 BY AMERICAN EXCELSIOR COMPANY OR EQUAL IT SHALL BE THE 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. PIPE CONNECTIONS. BLANKETS (ECB) OF CURLEX DOUBLE NET - CURLEX RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE REQUIRED ECB'S AND PROPERLY STABILIZE ALL AREAS OF THE SITE. AND WORKMANSHIP TO CONFORM TO THE RULES, REGU LATIONSAND SPE I CIRCATIONS OF THE COMM. 6. STANDARD CATCH BASIN FRAME AND GRATE SHALL MEET MUNICIPAL AND/oR STATE sncwicnon 4, ALL WATERLINE MATERIALS MIEN APPLICABLE. M TER MANAGEMENT TRATI . IF ANY CONFLICTS WITH THE 6. A 25' MINIMUM SEPARATION SHALL BE MAINTAINED BEIVEEN ALL STOR WA INFIL ON FACIUTIES AND WATER SUPPLY DIVISION AS AMENDED TO PRESENT. DIVISION RAS AUTHORITY TO AMEND PLANS 7. STANDARD CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADEJ 11 HALL MAINTAINED BETWEEN ALL STORM WATER CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD SHALL. APPLY. THE WRITTEN SPECIFICATIONS OF THE TOWN WATER DIVISION ARE WITH CLAY BRICK WHEN.CRADE TO TOP OF PRECAST UNIT DISTANCE IS V-w OR LESS (5 COURSES SANITARY SDVER/SEPTIC DISPOSAL AREAS. 10 FEET MINIMUM SEPARA ON S BE HEREBY INCLUDED BY REFERENCE AND CONSIDERED A PART OF THE CONTRACT DOCUMENTS. MAX.). USE SOUD CONCRETE BLOCK WHEN DISTANCE IS GREATER THAN 1'-0*. MANAGEMENT INFILTRATION FACILITIES AND SANITARY SEWER/SEPTIC LINES, MANHOLES AND TANKS. MANAGEMENT FACILMES, THE CONTRACTO I R SHALL VER.IF I Y IN FIELD, WITH ENGINEER PRESENT, SOIL INFILTRATION 5. TypICAL.COVER OVER WATER LINE SHALL BE 5'. IF LESS THAN 4' OF COVER IS PROVIDED, INSULATE WATER UNE AGAINST 7. FOR STORMWATER, TION (ASSUMED 8.27 FREEZING IN ACCORDANCE,WITH WATER DEPARTMENT REQUIREMENTS. FINISH GRADE RATE AND GROUNDWATER ELEVATION PRIOR TO ORDERING OF MATERIALS OR COMMENCEMENT OF CONSTRUC, ,, N RATE). IF RATE VARIES FROM AssumpnON OR GROUNDWATER IS PRESENT, SYSTEM MAY HAVE TO BE INCHES/HR. INIFILTRATIO 6. GAS, ELECTRIC OATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, EQUIPMENT AND MATERIALS FOR INSTALLATION 12'MIN. NOTE 7 REDESIGNED AS DETERMINED BY THE ENGINEER. VERLAY OF THESE UTILMjS SHALL BE OWNED AND PERFORMED BY THE CONTRACTOR. u-nLmES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE CONTROLLING UTILITY COMPANY. CONTRACTOR SHALL COORDINATE ALL .0. % SOIL INFILTRATION LAYERS SHALL BE REMOVED FOR 5 FT AROUND THE LEACHII UNSUITABLE MATERIALS ENCOUNTERED ADJACENT M FINAL LAYOUTS AND DETAILS WITH APPLICABLE UTILITY COMPANY. 0.81 D M.1.04.0 TYPE 0 0 M"S/FACILMES AND REPLACED WITH SAND BORROW PER MH B. ZA 0 0 r_3 17-1 113 113 0 '60 a ED [31 -12 PIPE SPECIFICATION OR 7. Ali UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. BACK FILLING 0 OCC I- I 1 8. CPP - ,HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH INTERIOR WALL TO MEET ADS.N P.. C, , . -(4) S' H SHALL INCLUDE 12' IN DEPTH FLOWABLE FILL TO THE WE COURSE OF THE SURFACE TREATMENL THE SURFACE > z z 0 0 OF TRENC 8 0. KNOCKOUTS EQUAL OPP PIPE USE SHALL BE ALLOWED AS NOTED, WITH A DIAMETER UP TO AND INCLUDING 24". BACKFILLING CPP MUST W TREATMENT SHALL THEN BE REPLACED IN KIND. CL 0- a 01 0) M 1:3 M 113 a 0 15). 00� FOLLOW MANUFACTURER'S RECOMMENDATIONS AND SPECIAL CARE MUST BE EXERCISED (SEE ADS PRODUCT NOTE 3.1 0 2 .0 O� 'z. 0: To OWN ALL EXCAVATION, TRENCHING, & BACKnLLING FOR All UTILITIES AND MISCELLANEOUS WORK INCIDENTAL 0 W) 2" WASHED 8. SITE CONTRACTOR oo 0 ED [3 E:3 ED 1-3z= STONE FILL 9. ALL ROOF DOWNSPOUTS SHALL 13E TIED INTO ROOF DRAINS. REFER TO ARCHITECTURAL PLANS FOR ALL LOCATIONS OF TO THE SCOPE OF THE PROJECT AND CONTRACT DOCUMENTS. W DATE DESCRIPTION '00 PER PLAN (40% VOIDS). DOWNSPOUTS. CONTRACTOR SHALL PROVIDE TIE-INS To ALL DOWNSPOUT LOCATIONS, ROOF DRAINS TO BE AT LEAST e CPP AT CD .0 T 00 CO&D .0 0 UNLESS OTHERWISE NOTED ON THE PLAN. MINIMUM TYPICAL COVER SHALL BE I FOOT, U.O.N. 9. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE 0 .0 0 ED 13 IM =1 I= a:3 0 1.007o SLOPE MINIMUM S H EET TITLE 0 OD CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. -PRECAST DRY WELL 10. ALL RCP PIPE TO MELT CLASS IV SPECInCATIONS. Am W N FILTER FABRIC 00 El 13 Em EM =1 r-1 0 03 13 ENVELOPE, 10. ALL COVERS, CURB BOXES, GRATES, AND OTHERFINISH SURFACES SHALL BE RESET TO THE NEW FINISH GRADE. Proposed wte Pian 0�00 A� 0 UFACTURER RECOMMENDATIONS. 0 11, ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT spEcinCATIONS AND PIPE MAN 0, 0 'o - a En [3 I= CD E3 113 03 Iff- 12. co 6 A A"C";kAVAT LNU IES: f - ALL GRADING WORK SHALL BE DONE, IN A WORKMMLIKE MANNER ACCOMPLISHED M CREATE POSMW DRAINAGE AND ELIMINATE 0 . -- �'*.- ALL CUT AND FILL SHALL BE BLENDED TO "�t - CO OR DEFINED ON THE PLAN, E IONWIL a IM 13 M M C3 = EJ a ANY PUDDLING OR PONDING. WHERE NOT OTHERWISE NOTED 0�0, DAYLIGHT AT EXISTING GRADE WITH A 3:1 SLOPE. 1. SIDE SLOPES OF TRENCH EXCAVATIONS DEEPER THAN 4 FEET SHOULD BE FLATTENED (AS REQUIRED 13Y SITE CONDITIONS) TO AT 0 O�, a 0 BE PERFORMED SAFELY AND IN ACCORDANCE F= LEAST 1H:1V OR SUPPORTED. WITH TRENCH BOX OR SIMILAR DEVICE. ALL WORK SHALL a In E3 M 1=1 =1 Vj 113 13 :� -OM4 THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE ISSUES OR QUESTIONS PRIOR TO PERFORMING THEnNISH GRADING SHEET NO %' WITH OSHA AND MOSHA REQUIREMENTS. CONTRACTOR SHALL OBTAIN TRENCH PERMIT AS REQUIRED. (n An 0, C�p WORK. Ld 0 CD EZI 113 H3 0 2. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, GENERAL FILL SUBGRADE SHOULD BE PROOF-ROLLED WITH A LOADED 9 .0 13. STORMWATER MANAGEMENT FACILITIES SHALL BE PROTECTED FROM SEDIMENT AND SILTATION AT ALL TMES. JUST PRIOR TO M ai 00, -0 1 O-WHEEL TANDEM-AXI F DUMP TRUCK. THE PROOF-ROWNG SHOULD BE PERFORMED AS DIRECTED 3: BY A GEOTECHNICAL ENGINEER. 0 0, 0 COMPLETION, THE SITE SUBCONTRACTOR SHALL PERFORM A FINAL INSPECTION AND CLEANING Or THE STORM WATER MANAGEMENT 0 NO FILL SHOULD BE PLACED UNTIL THE SUBGRADE, IS APPROVED 13Y A GEOTECHNICAL ENGINEER. BORROW MATERIALS FOR FILL 7.*-6-6o ZA*, 0 Ce,- 01 -00 SYSTEM. OPERA71ONS FOR GENERAL SITE GRADING SHOULD MEET AASHTO, DESIGNATION A-2-4 (CLASS 111) OR MORE GRANULAR AND BE o-.rf o. N�%qp �R W, - BE CONSTRUCTED IN 8" LOOSE LIFTS AND COMPACTED AS FOLLOWS, D ATE : JANUARY 14, 2021 V CONSTRUCTION PROCESS SHALL ENSURE ALL DEWATERING APPROVED BY A GEOTECHNICAL ENGINEER. ALL FILLS SIHOULD 6 14. ANY DEWATERING OPERATION WHEN REQUIRED AS PART OF THE BASIN (STONE, FILTER FABRIC AND HAYBALES OR OTHER ACCEPTABLE MEANS) PRIOR TO UNLESS OTHERMSE NOTED IN PROJECT SPECIFICATIONS:, C� OCCURS THROUGH.A PROPER DEWATERING - FILLS SUPPORTING FOUNDATIONS AND FLOOR SLABS, 95% OF ASIM D-1557 (AASHT0 T-180) 20 " 0 20 40 ACCEPTABLE COMPACTED DISCHARGE FROM THE SITE. SUBGRAIDE AS DETERMINED 95% OF ASTM D-1557 (AASHT0 T-180) NOW" 0 - TOP 24 INCHES OF ROADWAY SUBGRADE AND SUBBASE, BY THE ENG(NEER N THESE PLAN I S SHALL BE P I ERFORMED AND PROVIDED BY THE SUBBASE), 92% OF ASTM D-1557 15. ALL WORK WITFII CONTRACTOR IN ACCORDANCE WITH THE - RETAINING WALLS AND FILLS WITHIN ROADWAY (BELOW TOP 24 INCHES OF SUBGRADE AND SCALE IN FEET IS SPECIFICALLY REFERENCED. CONSTRUCTION DETAILS PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER (AASHT0 T-180) S C A L E 1"= 20' 557 (AASHT0 T-180) C_ LEACHNG CATCH BASN (LCB) N.T.S. FILLS IN GREEN SPACE, 90% OF ASTM D-1 CHECKED BY *MWE A I LT8, ETC. AND PIPE EMBEDMENT (BEDDING, HAUNCHING AND AWN BY:SDM FILLS UNDER AND AROUND STRUCTURES, MANHOLES, TANKS, VAU 9 -TAIL- -1557 (AASHM T-180) 0 111 1 INITIAL BACK nLL), 95% OF ASTM D B N 0 2020-023-1 F I L E:2020-023-1 DM.dwg RS �7Z 1 107- Ove Cover E N COPYRIGHT c 2020,BY SMART ENGINEERING LLC,dba BAXTER NYE ENGINEERING&SURVEYING.ALL RIGHTS RESERVED.REPRODUCTION IN ANY FORM WTHOUT THE EXPRESS WR11TEN CONSENT OF THE COPYRIGHT HOLDER IS PROHIBITED r%j I _T -------