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HomeMy WebLinkAboutEngineer Plan, LOCUS MAP SCALE: 1"=2000' APPROX. ASSESSORS MAP 121 PARCELS 85,86, MAP 122 PCL 2 COMBINED LOT AREA: 2.14 AC.t Mtoo 72 LEGEND Y^, Urology Associates of Cape Cod Smite Construction Plans #125 & #133 Old Kings Highway (Route 6a) Yarmouth Pori. MA 026'1 `�I l 3' 39. sz` 54 r . 43 re s, f f t r; .. f ! nY. �._ 0 ELECTRIC METER Q CONCRETE MONUMENT FOUND IRON ROD CONC. CONCRETE HANDICAP PARKING O CATCH BASIN MANHOLE 15 PARKING COUNT —�— SIGN OVERHEAD ELECTRIC LINES UTILITY POLE STONEWALL � BEARING DIRECTION ❑ WOOD STOCKADE FENCE E-- GUY WIRE (N.T.S) NOT TO SCALE s BOLLARD DECORATIVE STONE WALL $ WATER VALVE STREET LINE PROPERTY LINE �P r— LIGHT POLE !*,0,13L POINT OF BEGINNING (M) MEASURED CALL A.C. AIR CONDITIONER (R) RECORD CALL B.H.=12.0' — BUILDING HEIGHT 0---0 SIGN +45.5 EXISTING GRADE [44.51 PROPOSED GRADE - - - - - - - EXISTING CONTOUR [461—•- PROPOSED CONTOUR 0=0 PROPOSED LED LIGHT POLE f / A "� I 43ssG_ epapapsx Few:.�.9ast-.aP� MASS GIs MAP: 81 ZONING DISTRICT SITE IS NOT IN THE APD OVERLAY DISTRICT (NOT IN A ZONE SCALE: 1 "=200' APPROX. 2019 AERIAL OVERVIEW OF SITE (SCALE 1 "=60' APPROX.) ZONING SUMMARY Urology Associates of Cape Cod B1 ZONING DISTRICT REAR ZONED R40 NOW B1 PER RECENT ZONING CHANGE SITE IS NOT WITHIN A ZONE 2 TO A PUBLIC WELL Adaptive Re -Use of Building at: 125 Old King's Highway, REFERENCES Yarmouth Port, MA 02675 LCP 14526A LCP 23966E LOT 3 SHEET 1 PB 83 PG 119 PB 317 PG 49 CTF 229770 (#125 & #133) OWNER OF RECORD URO—SAFE, LLC 4 LICHEN LANE, FORESTDALE, MA 02644 CTF 229770 (#125 & #133) PLAN SHEET INDEX: C001 Civil Cover Sheet C100 Existing Conditions Plan � DAA. NIEL OJALA C300 Civil Layout/Landscape Site Plan ,�0.40980 C301 Civil Utilities Site Plan ` 1 Civil DOWN CAPE ENGINEERING, INC 939 Main St., Yarmouthport, MA 02675 Tel. (508) 362-4541 Fax. (508) 362-9880 ARCHITECT: Giampietro Architects 354 Gifford Street Falmouth, MA 02540 508-540-7400 JenniferOGiampietroArchitects.com Stamp Revisions I off 508-362-4541 fax 508-362-9880 downcape.com all, WO cape engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 Yarmouth Health Department APPROVED a� , Drawing Title ante Date Civil Cover Sheet DANIEL A. Job Number 1"=20' Drawing No. OCIVVII LL y Drawn by CJFIDAO No.46502 ��e !oN1sTEE�Np`�� Checked DAO Date June 22, 2021 C 00 \ 1,.... C401 Civil Detail Sheet 1 2-9 -z3 (� C402 Civil Detail Sheet 2 DATE DANIEL A. OJALA, P.E., P:L.S. C403 Erosion Sedimentation Control Plan PERMIT SET— NOT FOR CONSTRUCTION HEALTH DEPT. REVISED: 8-18-2021 (SPR COMMENTS) REVISED: 1 1-24-2021 (ADD'L COMMENTS) REVISED: 2-9-2022 (PER ZBA APPROVAL) REVISED: 2-9-2023 (HEALTH COMMENTS) LICE # 18-890 \ \ [+4 .9 +44.0 DRAIN f / \ I �� I B. 4� MASS COORDS / \ I NAD83 / _ I LOT "A" \ \ EXISTING PAVED PARKING WITH SUBSURFACE DRAINAGE PLAN BOOK 83 PAGE 119 1 i EXISTING PAVED PARKING 4ITH SUBSURFACE DRAINAGE ay CAPE COD CO-OPERATIVE BANK f \ ❑ +45.8 I r � \ \ I BOOK 701 PAGE 219 TAX LOT - BLOCK 121 LOT 87.1 n PLAN BOOK T83 P GE 119 BRIAN J. )UNION \ +46�2 + 5.9 / // I CAPE COD CO -OPERA VE BANK m I C219810 / / +43.5± DRAIN I BOOK 701 PAGE 219 I MAP 112 pCL 57 I / Z / TAX LOT - BLOCK 12 LOT 87.1 c�i #18 CARRIAGE LANE / QVr �'9. DO ONE STORY SAVE BASIN \ FRAME BUILDING 6" PIPE WEST / V -- 43 -- - -, � -T1{ 0-OPERATIVE BANK OF, CAPE j0�"�� I / S15 �•-w----- I INV. 42.4 �. -44- I - -4 4- - 216.54' \ GENERATOR S / 15'09'40 -82._ 42� l � � �' v I I �- 63' C.B. FJ>JL1' s lsros'ao" w o -- N 15'09'40" E-D- _ - ❑ THD1 // - I \ C.B.0 x'4 / - _ 150.75' PAW & JILL ANDERSON � jam- -.1 / i � � � � � / I -44_ I � C 0 0 $ 0 C D � � -L / -S 9 43.2+ G .DB 5913 PG 31 I % --- / I _ / - �LH.B. v MAP 1 h3 PCL 58 \\#6 CARRIAOOE-L NNE I z� // I w ��7.9' .o fl // C�J AV \ J .25' BUILDING SE W M BXI�rTING PAVEMENT 163 WI I m _ ACK uNE Y a3.8 (TO BE REBUILT) LL a . > T DEMO LPIT I I oaaa CONC. to 4 --- - - © / o o' F -a v P I z C 5 vv 04 1 0J vv -4a_- -- I ❑ / & d Z m Oa '0I �I S� i A I � / \ m I v \ W J DEMOW_�' i I \� �1 FN \��\\J I- I I I I I I I I \�S a 43.46 Io /�I o Y N I! 0 1 0-0 \ \ BUILDING 41 .67 IGN y�� ASPHALT PARKING A V I DEMO LPIT _ 1 (TO BE REBUILT) \I I I I I \ I I \ °d I\ 25' BUILDINGETBA K jjNE I +43I5 I M I _ d RooF DEMO j I C o C.B. FI\?D � - - - - -- - _ - - - -- _ _- � / - � DRIVE THRU '4 - - I A / 3 CURB Ii $ 13'47'30'� W --�_ 165.00' - _- - - - - \ � G- � WDkYp TIMBERS +44. CURB M \ S 1 W 53. 1' I ` M M a M M M M / \ N 13'4T30" E � -- - m =--M IM s laroo'3o' w '00'30" E(M) 4Npg� � - - - - N ,1 -- \ Q o- N 02.40'40" E H2 / M m H-M r.-- Kc F--_-�- - - \ ' MAP 122 PCL--1 �� - \ �o -fl O / / DEMO BASIL M -- -- \ -GL�NN & MONETTE KNAPIK-TR` - -- \ C.B. ! / NO OUTLET FND 'BB�30464 PG 95 A \ V r4� \ #19 N SANDYSI_JJ EVA DNE / \ \ \ 'I-� ------- -- �1,'`�� I THD3 rz o r f- j'--- ---- N Q CONCRETE\MONUMENT FOI�ND --I 6 -t �� p`�P\A ELECTRI - TER A / �I _ _ _ I CONC. CONCRETE' 1 L HANDICAP PARKING N 41. TUM IS NAVD88 Z� IS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Y B USED FOR LOT LINE STAKING OR ANY OTHER P RPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIqSAFE (1-888-344-7233 OR 811) AND VERIFYING TH LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. EXIVNG SEPTIC LOCATION PER TIE -CARD ON FILE WI TOWN AND COVER LOCATIONS. 5. IN RIOR LOT LINES DASHED- LOTS TO BE COMBINED INT ONE 2.14 AC. LOT. REAR ZONING NOW B1 \ CATCH BASIN \\ \I 11 ® MANHOLE / 15 PARKING COUNT V AI I SIGN / o) M I I vvC144vvv - \ ! Cx+ SAVE BASIN OVERHEAD ELECTRIC LINES I \ / io �I / ` \ \ \\ /NO OUTLET \ \ I ,(Y UTILITY POLE / m i TH1 \ \ G1"0000 S ONE WALL \ T 17D BEARING DIRECTION i m ❑ WOOD STOCKADE FENCE �, E `� i GUY WIRE I I A A / (N.T.S) NOTT9SCALE ®\BOLLARD \\ / \ % EXISTING PAVEMENT '� �36.2' I 1 1 I ! I r V (TO BE REBUILT) m FRAME BUILDING BUSILD�NG� /� / i WATERVALVE I / a DECORATIVE STO E WALL j �g I / yZ 133 618 sq.ft. p, I STREET LINE � L � \ � IS 'GIFT SHOP PROPERTY LINE / / )� I I 1 I W -+ -- / \ CONC. in Y --,`R -� / / LIGHT POLE / o I DEMO BASIN < n.a _ A O.B. POINT OF BEGINNING (M)�fv1EASURED CALL II I N I N _ 3 I , / THD2 NO OU�ET / \ A.C. AIR CON61TIONER i O / / / (R)/ RECORD CALL H.=12.0'- BUILDING HEIGHT / / O-q SIGN m I \ \ - / \� �/ 4v� - "k /� - IRRIG. B. 1 +./ / BOX 455 1 4 �• I / / A I C. FN \ /r \� /S01' '39' ) 300. 169 S 13'04'29" W M) 300.27' 4 \ MAP-122 PCL 1- -��� ----- '' -GLENN & MONETTE APfK,-TIC KN -- -- 9.8T / EDGE OF PAVEMENT / / / EDGE OF PA MENT As \ �� NORTH SANDYS/DE LANE I OR FORMERLY SANDY SIDNOW E HOMEOWNERS ASSOC. INC. ! 40' WIDE PRIVATE RIGHT OF WAY \ BOOK 12610 PAGE 162 � � / EDGE OF -PAVEMENT SPHA 18't WIDE TAX MAP 122 PCL' \ � / \ - i 236.01' v v I I ----------------- -------------- Scale: 1"= 20' 0 10 20 30 40 50 FEET DCE ## 18-890 rrra '• I LOCUS MAP NOT TO SCALE ASSESSORS MAP 121 PARCELS 85,86, MAP 122 PCL 2 COMBINED LOT AREA: 2.14 AC.t RECORD OWNER P.J. NYBERG FAMILY LIMITED PARTNERSHIP P.O.BOX 819 SO. DENNIS, MA 02660 CTF 214080 (#125 & #133) TEST HOLE LOGS ENGINEER: DANIEL GONSALVES PE WITNESS: MALLORY LANGLER RS DATE: 2/17/21 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# ELEV ELEV ELEV Eul 0" 44.5' 0" 46_2' on 42_0' A A SL SL FI LL 1OYR 4/2 1OYR 4/2 6„ 6" 36" B B B SL SL SL 20" 1 OYR 4/6 42 8' 22" 1 OYR 4/6 /C1 44.4' 48" 1 OYR 5/6 38' C1 42" LS 1OYR 6/4 41.0' Silt Loam 2.5Y6/3 C C2 MS MS 84" 2.5 Y 7/4 37.5' 102" C2 M/C S 37.7' WATER 96" 2.5Y 7/4 /C WATER 120" Silt Loam 156" 2.5Y6/3 / 31_5' 151 " 2.5 Y 7/ 3 33.6' 120" 32.0' GROUNDWATER AT EL. 36.2 GROUNDWATER AT EL. 34.0 (PERCHED) (PERCHED) NOTE: SEE DETAIL SHEET 2 FOR ADDITIONAL TESTHOLE LOGS EXISTING CONDITIONS SITE PLAN OF 125-133 ROUTE 6A YARMOUTHPORT, MA PREPARED FOR Y ASSOCIATES OF CAPE COD, P.C. IDATE: 6-22-2021 I REVISED: 8-17-2021 (SPR COMMENTS) REVISED: 1 1-24-2021 (ADD'L COMMENTS) Drawing No. REVISED: 2-9-2022 (PER ZBA) REVISED: 2-9-2023 (HEALTH COMMENTS) C 100 HYD 1 �19 OF y4 off 508-362-4541 k° ( DANIEL fax 508-362-9880 ?� y� c A. downcope.com OJALA No.40980 down cope engineering, MC. elf Sto�oQ civil engineers �SUR14 land surveyors Z-9 -23 939 Main Street ( Rte 6A) DATE ANIEL A. OJALA, P.E., .L.S. YARA.fOUTHPORT MA 02675 PERMIT SET- NOT FOR CONSTRUCTION NOTES II I BRIAN J. DUNTON I C219810 ' MAP 112 PCL 57 #18 CARRIAGE LANE MASS COORDS NAD83 EXISTING PAVED PARKING WITH SUBSURFACE DRAINAGE Lmn] o- 15'35'00" W..,,, _ EXISTING PAVED PARKING >iITH SUBSURFACE DRAINAGE LOT "C" PLAN BOOK 83 P GE 119 CAPE COD CO -OPERA VE BANK BOOK 701 PAGE 219 TAX LOT - BLOCK 12 LOT 87.1 I LOT "A" PLAN BOOK 83 PAGE 119 CAPE COD CO-OPERATIVE BANK BOOK 701 PAGE 219 TAX LOT - BLOCK 121 LOT 87.1 ONE STORY UILDI"THE C0-OPERATIVE BANKNOFCAPE COD gguAN / / j/ GENERATOR S 15°09'40" W 82.63' f - o a-S 40. W -� n TIC 40" E-� lsros > _i N 15°09' 1150.75' ❑ FENCED °a° �"1l SAWCUT. REPAVE PAUL & JILL ANDERSON i L'"'$"`1" a `" r Ri I , - IDUMPSTER 3• �� �'' '= 'mot..�_. "i ti ... -� : a'. PAD 12 X12, .. ;f DB 5013 PG 31 A ..---:- MAP 112 PCL 58 11 •••iiii777 Mi'T >s' ' c ri,,,. '`:i - - . iu _;` I b' 1`.. ,F �"c�.� w .� - 6 CARRIAGE LANE w t _ . I . -;:�, "r`�Ajy.1_ i PROPOSED PAVED PARKING EXPANSION .. ..2 I (�J f� 'F �I ,, }',-`- M o Q o,. 16.3 �"--' -- 25' BUILDING SE ACK' LINE "`*�`5 `� _ "O a LL 10 X20 SPACES TYP '-'I j N N ADDITION + �,.-=-�.`-�.. =' P0' MIN. ISLE WIDTH 1yp o OFFICE \� RAILS w d cvP OVER z w -J a. _; .. ROOF Y a zI HCP RAM y 1 ' x20' , w Z AT tj EDGE PAVE..-... N D f� :]DECORATIVE STONEWALL STREET LINE R� PROPERTY LINE -_ LIGHT POLE O I N 0,$, POINT OF BEGINNING (M) MEASURED CALL 0 �� �THD2 A.C. AIR CONDITIONER (R) RECORD CALL � I Z I m m B.H.=12.0'- BUILDING HEIGHT 0­0 SIGN I 1- DATUM IS NAVD88 2. MJNICIPAL WATER IS EXISTING IG B 3, MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADINGTOR ALL PROPOSED PRECAST UNITS ITO BE AA HQ�i-"_ 5. PIPE JOIN TO BE MADE WATERTIGHT. I6. CONSTRUC ON DETAILS TO BE IN ACCORDANCE NTH310 CMR 1 .000 (TITLE 5.) t•I[ . VGC 3, 4 - 4 W G' CURB n EWALK RANITE % RAISED CONCRETE SIDI --=- ti O 1 C)'O' a 2W MAIN 1S-E re „ vAN SPACE VGC ` R� GRANITE CURB TYP. _. 1:12 1 : # 2 j 36.2' 4 ONE STORY I i m FRAME BUILDING #133 618 sift. a, w � GIFT SHOP � IRRIG. BOX S 01' '39" W R) 300. '(R S 13°04'29" W(M) 300.27'(M) N . -- �7_ - -- -- NORTH SANDYS/DE 40' WOE PRIVATE RIGHT OF WAY EDGE OF PAVEMENT ASPHAL.IT VV 236.01' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO p BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. m' 8. PIPE FOR PTIC SYSTEM TO SCH. 40-4" PVC UNLESS NOTED OTHERWISE. 9. COMPONENT$ NOT TO BE BACKFlLLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION ?STAINED FROM BOARD OF HEALTH. I C.B. 10. CONTRACTO SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1- 88-344-7233 OR 811) AND VERIFYING LOCUS MAP THE LOCATION O ALL UNDERGROUND & OVERHEAD UTILITIES PRk R TO COMMENCEMENT OF WORK. NOT TO SCALE 11. ANY UNSUITFBATH AND 5' AROUND THE PROPOSED LE MATERIAL ENCOUNTERED SHALL BE REMOVE ASSESSORS MAP 121 PARCELS 85,86, MAP 122 PCL 2 D BEN LEACHING FACILITY. COMBINED LOT AREA: 2.14 AC.f 12. COORDINATE UTILITY INSTALLATIONS WITH LOTS TO BE UTILIZED AS ONE PARCEL APPROPRIATE VENDORS. LOCUS IS WITHIN FEMA FLOOD ZONE X 13. SITE LIGHTING SHALL T CAusE GLARE FOR (AREA OF MINIMAL FLOOD HAZARD) AS MOTOR{STS, PEDESTR 5, OR NEIGHBORING PREMISES. SHOWN ON COMMUNITY PANEL #25001CO559J 114. ALL CONSTRU(-PION MATERIALS, COMPONENTS, AND DATED 7/16/2014 CONFORM TO D ON THE TOWN OF YARMOUTHTUSBDORK SHALL SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS ZONING SUMMARY ' s y DEPARTMENT Or PUBLIC WORKS STANDARD G SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS ZONING DISTRICT: 81 BUSINESS DISTRICT m AMENDED TO PRESENT. PROVIDED: p MIN. LOT SIZE 25,000 S.F. 93,580 SFt F ; o MIN. LOT FRONTAGE 100' 299.53' m MIN. FRONT SETBACK 35, 61' MIN. SIDE SETBACK 20' 28' MIN. REAR SETBACK 25' 106'+ MAX. BUILDING HEIGHT 35' 25.6' MAX BUILDING COVERAGE: 25% 9.7% MAX IMPERVIOUS COVERAGE: 70% 62.0% SITE IS NOT LOCATED WITHIN THE AQUIFER a t bo �y PROTECTION DISTRICT -y (SITE IS NOT IN A ZONE II) Zy+I OWNER OF RECORD lw� PJ NYBERG FAMILY LIMITED PARTNERSHIP ....ii rn I I P.O.BOX 819 S0. DENNIS, MA 02660 CTF 214080 (#125 & #133) N o� ', PARKING CALCULATIONS: o II DOCTORS OFFICE: 1 SPACE/2 OCCUPANTS, 1 OCC/100 SF N = 1 SPACE/200 SF #125- 11,280 SF X 1 SPACE/200 SF = 57 SPACES m�> #133- 618 SF (1/200) = 3+ 2 EMPL.= 5 SPACES NI ADDITIONAL EMPLOYEE/PATIENT ESTIMATE: 20 SPACES TOTAL: 82 SPACES REQ. GINGERBREAD 80 SPACES PROVIDED PLUS 8 HCP ➢ LANE IN LOT TREE: 88/8=11- 12 TREES PROVIDED LANDSCAPE LEGEND N.T.S. - O NOTE: PROVIDE IRRIGATION TO ALL PLANTING BEDS/TREES 6" LOAM AND HYDROSEED ALL DISTURBED AREAS GRASS SEED SHALL CONTAIN SUBSTANTIAL f I NOT PAVED PROPORTIONS OF FESCUE AND PERENNIAL RYE SEED, c MEETING MDPW SPEC M6.03.0 OR SIMILAR. JUTE EROSION CONTROL NETTING ON ALL SLOPES >10% PROPOSED 3 GAL. SHRUB ALTERNATE BETWEEN: E ? m PJM RHODODENDRON NIKO BLUE HYDRANGEA WHITE AZALEA (TYPICAL) SEE SHRUB PLANTING DETAIL ON DETAIL SHEET 1. N PROPOSED 3" CALIPER OCTOBER GLORY RED MAPLE ACER RUBRUM PARKING/BUFFER TREE (13 TOTAL) SEE TREE PLANTING DETAIL ON DETAIL SHEET 2. r PROPOSED 3" CALIPER PARKING/BUFFER TREE L r (Y� r CLEVELAND SELECT WHITE PEAR TREE PYRUS CALLERYANA y �YA (23 TOTAL) SEE TREE PLANTING DETAIL ON DETAIL SHEET 2. gjDI LEYLAND CYPRESS OR EQUAL EVERGREEN 6' HEIGHT MIN. I ! SET TO PROVIDE SCREENING TO RESIDENTIAL 4'WIDE 5'HIGH MIN. ' (SUPPLEMENTAL TO EXISTING SCREENING) 1 d O 1 SEE TREE PLANTING DETAIL ON DETAIL SHEET 2. I (SEE OSED ELECTR CALLEDLI POLE 3 L� GHT PLANS) EXIST. BLDG MOUNTED LIGHTS REMAIN. i EDGE OF PAVEMENT LANE NOW OR FORMERLY SANDY SIDE HOMEOWNERS: ASSOC. INC. BOOK 12610 PAGE162 TAX MAP122 PC'_ '.1 Scale:1"= 20' 0 10 20 30 40 50 FEET 9.87' DSCAPE SITE PLAN OF 125-133 ROUTE 6A YARMOUTHPORT2 MA PREPARED FOR UROLOGY ASSOCIATES OF CAPE COD, P.C. Z-9 -Z3 DATE DATE: 6-22-2021 REVISED: 8-17-21 (SPR COMMENTS) REVISED: 1 1-24-2021 (ADD 'L COMMENTS) REVISED: 2-9-2022 (PER ZBA APPROVAL) ( REVISED: 2-9-2023 HEALTH COMMENTS) C 300 I Off 508-362-4541 fax 508-362-9880 downcape.com down cope engineering,1 C. civil engineers land surveyors 939 Main Street ( Rte 6A) DANIEL A. OJALA, P.E., P..S. YARMOUTHPORT MA 02675 PERMIT SET, NOT FOR CONSTRUCTION DCE ## 18-890 NOTES 1. DATUM IS NAVD88 o nO Rood t 2. MUNICIPAL WATER IS EXISTING m ` / I `o a \ 459 / I 6 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. +44.0 DRAIN -P I P v / I 4. DESIGN LO OR ALL PROPOSED PRECAST UNITS TO BE AA HQ>H-ZQ °i Locus o d - - 5. PIPE JOI t TO BE MADE WATERTIGHT. ° a /.l. N S \ II MASS COORDS / / \ I 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE NTH o h� \ MASS / I 310 CMR 1�.000 (TITLE 5.) y \ _ _ _ I L07 "a" 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO o EXISTING PAVED PARKING WITH SUBSURFACE DRAINAGE ' I PLAN BOOK 83 PAGE 119 �.-'it,ffi Iv 1� d BE USED F R LOT LINE STAKING OR ANY OTHER y Dennis EXISTING PAVED PARKING �ITH SUBSURFACE DRAINAGE BOOK 701 uR CAPE COD CO-OPERATIVE BANK 5 \ \ \ \ ❑ +45.8 > 11, PURPOSE. Pond / \ \ v \ \ I TAX LOT - BLOCK A1121 GE 2LOT 87.1 H T = {{ } I 8. PIPE FOR PTIC SYSTEM TO SCH. 40-e PVC UNLESS o o x r �F {I ! NOTED OTH RINSE. v _ 7 \ s LOT "c" > I 9. COMPONEN NOT TO BE BACKFlLLED OR CONCEALED \ BRIAN J. QUNTON \ +4� / / PLAN BOOK 83 P GE 119 $I WITHOUT INS ECTION BY BOARD OF HEALTH AND \ C219810 5.9 I CAPE COD CO -OPERA VE BANK'"1:#4IIIIEIt[IIIIIIa@�Il11 Ifiilrllfl'' MAP 112 bCL 57 \ I PERMISSION STAINED FROM BOARD OF HEALTH. ` / BOOK 701 PAGE 219 f°� +43.5t DRAIN ode tO. CONTRACT SHALL BE RESPONSIBLE FOR CALLING LOCUS MAP I' #18 CARRIAGE LANE ❑. \ I TAX LOT - BLOCK 12 LOT 87.1 Q / = DIGSAFE (1- 88-344-7233 OR 811) AND VERIFYING \� �cc CBB4_45� m eR / I ,Il IIII' g �� THE LOCATI OF ALL UNDERGROUND & OVERHEAD 7 UT P TO COMMENCEMENT OF WORK. NOT TO SCALE AR ONE STORY ° 'IT 1 RIM 44.1 I RIM l ' ( t ° I' ' i.. j ��y CITIES Rt R / INV. 41.1 _ i CB5 I� RIM 43.8 FRAME BUILDING �/ ,L°' ,� -" - -43 _ RIM 44.1 INV. 41.5 /. ANY UNSUIT BILE MATERIAL ENCOUNTERED SHALL B X X- S 15 loo Tv / / /� /� , 1 5E ASSESSORS MAP 121 PARCELS 85.86, MAP 122 PCL 2 INV. 41.1 '', I /�•"THE C000-OPERATI BANK OF. {tv t � , t � Y�t!)�i REMOVED BE ATH AND 5' AROUND THE PROPOSED X 216.54' /� /� x t 1 LEACHING FA UTY. COMBINED LOT AREA: 2.14 AC.t _ LOTS TO BE UTILIZED AS ONE PARCEL a I INSTALLATIONS WITH GENERA R /�� /�� � �j� t v i"�� - COORDINATE UTILITY S 15'09'40 -W -82_ ' [qq) o SILT FENCE C.B. Fl o-s lsros'ao' � APPROPRIATE VENDORS 44.7 CA COD 8 RM THIS+SIDE [ ij - 13, SITELIGHTINGSHALL T CAUSE GLARE FOR OCUS IS IN �� ❑ \, t,I -- -_ - - _ ,� c3 - _ I t �� N 15'09'40 E-o MOTORISTS, PEDESTR S, OR NEIGHBORING PREMISES. LAREA OF MINIMAL FLOOD HAZARD)AS 1"5 $�7^_ ■ .B. x 150.75' SHOWN ON COMMUNITY PANEL #2501CO559J J.. \ MH ElE !C VEHt �s:id i_ _ LL-i�EN�E1_� �-- '�l O• 4Ro ,' D � - - ��,_ ' I PAUL & JILL ANDERSON x - :_� !I { �_ �� -- e E ®-- -4Tr P 0 U 5 0 G 14. ALL CONSTRU�ON MATERIALS, COMPONENTS, AND DATED 7/16/2014 \ DB 5Q13 PG 31 �p a IRIy2 �""''- --=��® _gam i {4.5 r IMP [45] G D UTILIZE EXISTING ROOF RAINAGE PIPING, ROUTE - _ METHODS EMPLOYED ON/THIS PROJECT WORK SHALL ✓ Ri 44.2 1 MAP 112 PCL 58 --- - --- _� 27 9 INTO12', NEW ROOF DRAIN E D REPIPE IF UNABLE TO PR RVE I + I m CONFORM TO AN TOWS! OF YA SACHU SUBDIVISION \ \ if6 CARRIAAOE�LLE 4+IF - --�. _ W t \ DRAIN 111-FILD3 -- --® O EW GEN. A SIX INCH SDR35 DOW 8" SDR35 AT 1R MIN. TYP. __ _ -II- REGULATIONS AND/oR THE MASSACHUSETTS ZONING SUMMARY PROPOSED PAVED PARKING ,EXPANSION L.._--_ _ _®-®'�-®®"- -"- I•- I �J -- m `I} / a \ DEPARTMENT-0 PUBLIC WORKS STANDARD \ \ 62'x36'FIELD _ _ _ 1 o0SPECI-ICATIONS OR BRIDGES AND HIGHWAYS AS INV. 41.0 12"ADS N 12 SLOTTED P "•''�"� °� y ACK UNE "� z O a (� wl ®---_ FE AT 6 D. 'i T _. _ _ _ _ I,<I a NT. ZONING DISTRICT: 61 BUSINESS DISTRICT -- --- ®: - , MANIFOLD a w � ADDITION m n LIMIT 5' REMOVAL ' � - ®--- � � < OFFICE 1r 4.2 _ w + �c i_ � i - C PORT EA. END � o � � 16.3 -�-L 25 BUILDING SE 4 � w DAMENDED TO PR SE , \ \ -UNSUITABLE SOILSMINLOT SIZE 0 S.F. r; I [ r zl � �I MIN LOT FRONTAGE 100 0 z _ 10'x20, tYP-� x �, z MIN. FRONT SETBACK 35 3• [4444j 1 RI 44.55 11.6 E HCP RAMP yl Q m -- 1 1 ___ 45C4o:>`}4 -OVA MIN. SIDE SETBACK 20' ®-_ V. 41 O i v - - r� - ----� - .. Z. s , -3 �I v'y _ - - Iq , f MIN. REAR SETBACK 25 I I ,iJll ,i:Ili i7.>=i "`-•r.,e' f' :. too \. C'f➢y) - o ' •. , ,_� _.___ I _ . 1� .._ N GZ7 ��- LT, - - -0 \ 43.7 VGC r pc� I I 2a uI uINcrAc k, I p A [ 1 3; V� Q 481 , . 77 NEW , itAL G 1 i ( �: i _� �, � - - _ - 0?' Z > I C - CG TYF. - I 1: ::,: ;t; 1 D . D --'8 - B U�2B r 44.5� a¢•' PU LBOX n C_ \ \ - B, Y ) I z o - - - O o- - •..�. ' y` I_ '! /� r-a*, INV m R � .,IN RAISER DOCIG;R E, � � ALK W�RANITE C -' ; __ � -.. [4 �6] - S - 'o S, �' � �0� r ="u��'' ,,. � ,.. __ (GINGERBREAD \ N - , S 0 ,. W I I a I s, _ uy ai 45. ]1:z 44.5 3 3 N C. D BANK (CON .) p f ! M / 13'47'30" E _ ��� 1 71'X40 .d- _ - 3 �� h, M ---- M apt----�R N.. 1 0, 0" - !-�'RESSiIR SET, } : -,.... ( . 3 [s2� _ M A -.- - iV - M �' - M M LL \ \ \ \ S 14'00'30' W ) H LEACHING Vd - f - - .�A FJPi SCENE .EWER, _L.- M --^`- < LANE - 5' UNSJiTAB i :. PUL O �^ RU WATER - _;� w h \ \ \ MAP 122 PCL"t M \ \ -GLENN & MONETTE KNAPIK� - - \ C.B. FND I (�) „- _ ,..y 50)L REMOV 1 - EXLSTINGiFIRI UN -!? D 6" LINES LA \ R, \ I f \\ I EPLAC t N 4 \ _ - \ \ \ \ I I I 5: J 'i �✓ }.+ ''? \ 1__� REP EW CEMENT-LFNEu (DUE:11NV.38.5 #19 N SANDYS D�YANE \ � <ELD p�1'1 v �6 30464G 95 v \ \ \ \ I I� 1.�p �-#-� j'14.25� rnv°� .LSD x l�F}ELi7' ',6 f'J 0-.....-.,..--.3 ! V. 383 i O oo r EMI h S OM INV. 38.0 / \ - , -4 EXISTING CONTOUR--L4?]- PREP\OSED CONTO�JR of I 1 I -'s ot� ..E7ACr D c _NV. 1- � \__� �c�'_=` 71 , - V �Q CONCRETE�MONUMENTFO�IND I -t I !,Q FT/F! =--. LIMIT 5' REMOVAL "1ST....f H2 00 W I '� ` -NEW -" -- Y. LIMIT OF WORK/DISTURBANCE- TO BE SILT FENCE EXCEPT fsl ELECTRIL�M€fER \ I gQ F. - -� UNSUITABLE SOILS y \CURB TYP. - -�-- 'ram 38.3 PROPOSED LED'7LIGHT POLE I ;?j vcc s• CONIC. CONCRE� , s.' _ - - - - - - s� AT ROADWAY PAVED AREAS. \ l \ ..,. I -- ,. -FM IN 41 .D GB2-•�� HANDICAP PARKING 3... '�,� GRANITE N a m o CAT H BASIN ` pp _ _ \. \ I A 9 N 3 _ _ ._ - fi.�, 4` FORC€ �t3 `SLEEVE F.M. 3 R I�EW d INV. F V ® MANHOLE V m �'.fAlN (� - 15 PARKNG COUNT \ \ S-.._... -.,'S l�' i> ;RU INV.{40,t �% 38.5 W -D v O ��SIGN I N o .�;� """ S 0 FM INV.39.J EW S\ I tiC I / - OVERHEAD ELECTRIC LINES .CY UTILITY POLE V v, t i S 1 N7 S STONEWALL A ,v \\ � BEARING DIRECTION j x.-`w9. -� `;II Ii i {� B31i[43.31 S S 11 •d ;�i.==-. .,,.,}T+'+,<t a�}. gyp• O E FENCE (�L GU I SNO* STORAGE A -e- } INV ( 5'. SIDEW 1 9 v ) �O I 40.3 - 2 36.2' DRAIN O 71 / N.T.S NOT T SCALE TOCKAI 1 w VBOLLARD 'I r r 1 "" A A / ( ) a• t i ,T- ONE STORY I - g I' I v i VGO ___ -�'�- 4 IMH3 EBOX % a FRAME BUILDING a. BUILDING ' D CORATIVE 5T0 E WALL \ I _ _ _ \ \ 4 TER VALVE ' K I \,� L•+ y" ,w 1\ < 133 618 sq.ft. a; SIGN .� NE 44.9j.. r'----C.O. TEE INV. _ -� INV.'S" .R STREET LINE � I L I _-_-_-_� =------ O.C. -,� 40.1 \ \ z 18.9GIFT Nj I :O t PROPERTY LINE / / I I Tl -� -} ..�� 12-SL'OTfE� PIP�.A7�-��-J _+ v` CONIC. d� 33T 41GHT POLE r 'i I - IN FIELD 12 AOS N- ____ (FOLD d 17.4' ; I I mo• N. p"O"$" POINT OF �EGINNING (M)�MEASURED CALL I I O 'x21'FI I ���--~ ORTTYP -- y I \ / r N I \ Z / I V. 0 �1-�•I THD2�_ _'��` - \ / / /1 N TRANSFORMER / \ / A.C. AIR CONDITIONER / (R)' RECORD CAL z '� � - I � / V / I Av X V/ UNSUITABLEMSOILS II - "'--- - �4V L �v DROP POLE / \ H =12.0'� BUIkDING HEIGHT ' 0-0 SIGN I _ X _ r -- - - - - / - I BOX COORD. W/ELEC. ���� +45.5 6STING GRADE / �' 44.51 PROPOSED GRADE \/ \\ I C. FN \\ \� 3 _ IRRIG. +'EYERSOURCE _ - _ _ - Fes\ } A - ��X S�SILT SEE ALSO GOVER SHEET GEND / S 13'04'29" W M) 300.27' ''� MAP 122 PCL 1 <0' ��� / / . / _ -CNN & MONERE KN/�IK, TR: X ���-- -- EDGEOF PAVEMENT NORTH \ / of PAVEMENT SANDYS/DE =NOW OR FORMERLY / ��rhF&Y �� Y �[7E HOMEOWNERS ASSOC. INC. l / i t 40• WOE PRIVATE RIGHT OF WAY BOOK 12610 PAGE.162 EDGE OF, PAVEMENT j�ASPHALT. 6't WIDE ,� 1 � `TAX MAP 122 'PCL 1,1 Scale: 1 "= 20' 0 '0 20 30 40 50 FEET UROL Z-9 -Z3 DATE UTILITIES/GRADING SITE PLAN OF 125-133 ROUTE 6A YARMOUTHPORT, MA PREPARED FOR aY ASSOCIATES OF CAPE COD, P.C. DATE: 6-22-2021 REVISED: 8-17-2021 (SPR COMMENTS) REVISED: 1 1-24-2021 (ADD'L COMMENTS) REVISED: 2-9-2022 PER ZBA APPROVAL) REVISED: 2-9-2023 HEALTH COMMENTS) DANIEL A. OJALA, P.E., P.L.S. PERMIT SET, NOT FOR CONSTRUCTION C 301 I off 508-362-4541 fax 508-362-9880 downcope.com down cope e/lgineefimg, 4C" civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE ## 18-890 NOTES ,� �--------- I \ 45.9 1. DATUM IS NAW88 \ +44.0 DRAIN 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO / I BE USED FOR LOT LINE STAKING OR ANY OTHER u PURPOSE. I \ 3. CONTRACTOR -SHALL -BE- RES2gNSIBLE FOR CALLING / DIOSAFE (1-888-344-7233 ORR ftT)-AND VERIFYINGI 4 - \ \ MASS COORDS /THE LOCATION OF ALL UNDERGROUND & OVERHEAD \ I NAD83 / UTILITIES PRIOR TO COMMENCEMENT OF WORK. i LOT "A" \ EXISTING PAVED PARKING WITH SUBSURFACE DRAINAGE _ _ PLAN BOOK 83 PAGE 119 \ I \ 4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE - - - - - - _ +4Cy1 EXISTING PAVED PARKING 4ITH SUBSURFACE DRAINAGE RR� CAPE COD CO-OPERATIVE BANK ❑ +45.8 WITH TOWN AND COVER LOCATIONS. INTERIOR LOT LINES DASHED- LOTS TO BE COMBINED I BOOK 701 PAGE 219 - r / / - � A� \ INTO NE 2.1 AC. L T. REAR ZONING NOW 91 TAX LOT BLOCK 121 LOT 87.1 I / i / I ➢ / i V / / LOT Q BRIAN J. RUNTON PLAN BOOK 83 P GE 119 - A C� C219810 +4� / +45-9 , / / I CAPE COD CO -OPERA VE BANK I m MAP 112 PCL 57 I / +43.5t RAIN I BOOK 701 PAGE 219 I li #18 CARRIAGE LANE I TAX LOT -BLOCK 12 LOT 87.1 o _ i ❑ �� _ 45 'Lj v \ I RE STORY ' I \ / ' / I g> "THE CO-OPERAPN 'OD'/ VEBBANKOF. CAPE S15' D0•-W---216.54' 4z- -- -44_ -a '%'/�j/. \ _ - 4- - _ , - / GENERATOR ` TEW RETENTION AREA4' / - \ I - �?6'3'- B. FND - \ *-S 15'09140" W _ I C.B. x r / THD1 / I \ ARo mot 150.75' PAUL & JILL ANDERSON � � -J / i � - - � � � - 0 / I -44- � � � ti - � D c - DB 5 13 PG 31 -G' - - J - \MAP AR PCL A I S��LT FENCE ALONG LOT-LtI�tE-�l -ST_ SIDE y \ \#6 CARRIAAGGE LANE I �7�7.9, O / Nav 16.3� _- 25 BUILDING SE __ n J F ACK' LINE x W \\\\\ \ CONCRETE + PAINT WASHOUT AREA (LINED 43.8 - -- -- W,q 1 p -- / < i �� o a < CONC. 4Q 0 / / I d I ml ..EXISTING DRAINAGE- TOr BE UTILIZED oa - x UNTIL NEW `DRAINAGE INSTALLED _ _ - ___ __ I ° IN G8 ❑ Ga 3 W W \�\\\I I I / 43.46 \ \ _ � bo II k I a Q cc / g6.17�LD ING 4 1` �� /IM5 �SIpENI1A�- I O BE UTILIZED TILIZED LNDG :J I BUILDING EX STING ROOF DRAIN TI \ ' 4> ASPHALT PARKING UNTIL\NEW DRAINAGE CONNECTED DEMO AFTER NEW DRAINS ONLINE IJ o +43r 5 I -4 25' BUILDINJ­SETBA& TINE a \' I rn \v jigV �4� - .� 6� - - �� \ _ / / +1 4. I ROOF j N \ d 0 i I mi \ +44.5 _ - r CURB i CURB I 1.67 S T .O „ W 53. 1' I WOOD TIMB i ` ¢ -M M M M M \\ N 13'47D30• E - - I M M M a 3 3 v v 4 N',1 0'30" E -7---- -- - ¢ _ M 3 M M \ \ \ \ S 14TXr30' W (M) 41.06' H2' / - -4�- .?f - - -«-�d _ �- M 3---r =-- M"---�r-N`- - - - - - - M - - \c� A Q o- M -- J---- v \ MAP 122 PCL-1� _ O / / M I F-�-- - - ', IN 02.40'40" E � M M �--- / -GLFNN & MONETTE KNAPIK-TR` - \ \ \ C.B. FNC \-DB�30464 PG 95 \ I I 0 - #19 N SANDYSIDEVANE \ \ � - /---------- 6 --- C t I l l '� - --1 �- THD3 � I --------- --- _ �__-------------- i� f 7�_ - - \ \ Q CONCRETE\MONUMENIT F04INDASPNp1"3/ `� 1 ®. ELECTRIEM€TER CbN. CONCRETE . 1 _ -�,. / ' 7 ..�� 11-- `\ \\�\ HANDICAP PARK+NG 1 IL UTILIZ AVE-�/ILNT FOF� AP / N t N� " ` O CAT�H BASIN I _ r MANHOLE 1 i m �� / `` N /0 O _ 15 PARK�NGCOUNT\\ \ ® SIGN / - E K\ TH14 SE6TION `,LAST`- oN� .� - OVERHEAD ELECTRIC LINES 1 I / �' / r V A ,0' UTILITY POLE \ / o1D p A / TH1 OO A / W STONE WALL � ` \Ln \ \ b BEARING DIRECTION1 j K A6� \ \ \ \ ❑ WOrOD STOCKADE FENCE �, E-1 \ GUY WIRE I _ \ O (N.T.S) NOT T9 SCALE \ s BOLLARD I \ / i - ONE STO Y 1 O ILT� FEN ALONq VE ION LINE EAST SIING �� �%I WATER VALVE ii / 4 13361811sq.ft. 0; 1 I BUILDING C� DECORATIVE STOtJE WALL I / Q I / / , r )� STREET LINE I L- \ \ \ \ z 18.9 "IFT SH // 4�\ \ O PROPERTY LINj / I W \ EXISTI I I T-@ TIL--I�E-0- <z GONC. I �'y 41GHT POLE 4a < 17.4 f \ /- 3 _ \ p,0•�" POINT OF BEGINNING r // (M) MEASURED CALL I ON i '� O NTIL NEW ,�'DRA A IN H 2 LED \ , _ - ,, _ / \ / A.C. AIR CON6ITIONER / / i O m / ,Q / (R)l RECORD CALL Z I A X �H =12.0'-� BUILDING HEIGHT / / / SIGN / j' \ nl I \ X '� 3 /�` _ J IRRIG. / BOX p / --X , - / +45.5 C. FN D� S 13'04'29' W M) 300,2�') MAP 122 PCL 1 r - - T - - - - - - -- - - - -- - - -- -- - -- - -. _- __ /� 9.87' -GLENN & MONETTE KNAPIK; TIC. _ - -. �- - - - -- % - a 30464--PG&a�l� L EDGE OF PAVEMENT ! EDGE OF PA MENT Q �` �� NO1\TH SANOYSIDE iANE SANDY SIDE HOMEOWNERS ASSOC. INC. NOW OR FORMERLY / \ 40' WIDE PRIVATE RIGHT OF WAY BOOK 12610 PAGE 162TAX MAP 122 PCL 1 EDGE OFPAVEMENT SPHA 16't WIDE / \ \ i - - -- ------ - 236.01' v - - - - - - - - - - - 1 f ------------ ____ Scale: 1 "= 20' 0 10 20 30 40 50 FEET 0 STAKED STRAW BALE WERE SPECIFIED TOWARD SITE EXCAVATION M a 1.5" X 1.5" X 36" WOOD POST 6' MAX. C.C. MIRIFI SILT FENCE OR E WD. POST COMPACTED BACKFILL PLAN VIEW N TS EXCAVATED TRENCH METHOD FOR JOINING SILT FENCE SECTIONS POSITION END POSTS TO OVERLAP AS SHOWN ABOVE, MAKING CERTAIN THAT FABRIC FOLDS AROUND EACH POST AT LEAST ONE TURN NATURAL GRADE DRIVE POSTS TIGHTLY TOGETHER AND SECURE TOPS OF POSTS WITH CHORD OR WIRE TO PREVENT FLOW -THROUGH OF BUILT-UP SEDIMENT AT JOINT. NOTE: 1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE. 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH. BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE FENCE LINE. SILT FENCE INSTALLATION N.T.S. EROSION CONTROL AND SITE RESTORATION 1. STRAW BALES AND/OR SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER SITE PREPARATION WORK HAS BEGUN. 2. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A REGULAR BASIS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED. 3. WHERE SLOPES EXCEED 257, JUTE OR FIBER NETTING WILL BE SECURED IN PLACE AFTER SEEDING TO PREVENT EROSION. 4. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE SITE IS ACHIEVED. 5. THE CONTRACTOR SHALL MAKE ALL NOTIFICATIONS AND CARRY OUT ALL MEASURES TO PROTECT ADJACENT PROPERTY AS MAY BE REQUIRED BY SITE CONDITIONS. O 1 SITE MAP SWPPP INFORMATION: 1. NO WETLANDS OR SURFACE WATERS ARE PROXIMATE TO THE SITE. 2. EXISTING LIMITS OF PROPOSED PAVEMENT ARE INDICATED, PROPOSED SHOWN ON LAYOUT/GRADING SITE PLANS. 3. SITE IS NOT MAPPED IN NHESP PRIORITY OR ESTIMATED HABITAT FOR RARE OR ENDANGERED SPECIES. 4. LOCATIONS OF CONSTRUCTION PERIOD BMP'S ARE INDICATED HEREON. SEE FINAL SITE PLANS FOR NEW DRAINAGE SYSTEMS. 5. ALL EXISTING DRAINAGE STRUCTURES TO BE PROTECTED BY U71UZING SILT SACKS OR EQUIVALENT DURING CONSTRUCTION. cROSION SEDIMENTATION CONTROL PLAN OF 125-133 ROUTE 6A YARMOUTHPORT, MA PREPARED FOR LOGY ASSOCIATES OF CAPE COD, P.C. HYD 4 DATE: 6-22-2021 REVISED: B-17-2021 (SPR COMMENTS) REVISED: 1 1-24-2021 (ADD'L COMMENTS) REVISED: 2-9-2022 (PER ZBA) REVISED: 2-9-2023 (HEALTH COMMENTS) Drawing No. DANIEL A. OJALA Z-9 -Z3 DATE ANIEL A. OJALA, P.E., P.L.S. PERMIT SET- NOT FOR CONSTRUCTION C 403 I off 508-362-4541 fax 508-362-9880 downcope.com down cspe engineering, INC. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE ## 18-890 TEST HOLE LOGS ENGINEER: DANIEL OJALA PE PLS SE DATE: 11/7/21 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. O" 44_5' 011 A LS FILL 8" I I 18" �1 3" CALIPER PARKING/BUFFER ELEV. TREE 43.3' WHRE R O PEAR APPROVED EQUAL l 4 1/2" B B w LS LS REINFORCED NEW BLACK RUBBER Q HOSE (1/2" ID) 10YR 7/6 1 0YR 7/ 6 38" 41.3' 48" 39.3' DOUBLE STRAND 12 GA � 1;1 GALV ANNEALED TWISTED WIRE ENDS DOWN DOE NOWTRAAPP. APLE C C NOTE: DIAL. WIRE ANCHORS \\\ 1 3 STAKES EQUALLY SPACED WITHOUT STAKES NOT 1 AROUND TREE 2 1/2"x2 1/2'x10' PERC TEST MEDIUM ALLOWED. 11 �l SPACED V-O" FROM TRUNK, < 2 MIN/INC M/C S 11 11 ANGLE AND SAND SSTTAAKKESS DRIVED EN AT 6"IN 8 MIN. PULLED VERnCAL WITH WIRE PERC AT 50" MIN 4'-0' BURIED 2.5Y 7/4 2.5Y 7/4 1•_4• 11 / MIN 3" DEEP SAUCER yI 'I MIN WATER 1 06" 3" DEPTH SHREDDED BARK MULCH v 35.67' i 108" 35.5 90" 35.8, ( '- "REMOVE BURLAP FROM TOP HALF OF ROOTBAL ��z I COMPACTED SUB -GRADE GROUNDWATER AT EL. 35.67' NO GW FND " SOIL MIX (PERCHED) ROCKY AT 90" N`jI I ',..12% SEPTIC CALCULATIONS: TREE NOTE: NO GARBAGE GRINDERS ALLOWED. SITE IS NOT WITHIN A DEP MAPPED ZONE II OVER 2000 GPD USE OF PRESSURE DOSING REQUIRED. DOCTORS OFFICE: 8 DOCTORS X 250 GPD/DOCTOR = 2,000 GPD OFFICE SPACE 1330 SF X 75 GPD/1000 SF = 100 GPD TOTAL = 2,100 GPD USE A 2,100 GPD DESIGN FLOW SEPTIC TANK: 2100 X 2 = 4200 GAL - USE 4500 GAL 1ST COMPARTMENT 2100 X 1 = 2100 GAL - USE 2700 GAL. 2ND COMPARTMENT SE A 7000 GAL. DUAL COMPARTMENT TANK, 4500 GAL 1ST COMP., AND 2700 GAL. SECOND COMPARTMENT WITH EFFLUENT FILTER ON OUTLET TEE TO PUMP CHAMBER. PUMP CHAMBER: USE 5,000 GAL TANK WITH DUPLEX PUMPS WITH ADEQUATE RESERVE NOTED (GENERATOR ON SITE AS WELL) LEACHING: >2000 GPD PRESSURE DOSED SAS REQUIRED. USE 40'x 71' = 2,840 SF LEACHING FIELD 2,840 SF X .74 GPD/SF = 2,101 GPD CAPACITY O.K. NO VARIANCES TO TITLE 5 REQUIRED. Roo HANDICAPPED PARKING srari nArt ,eawm DOUBLE SIDED WHERE REG. VAN ACC6. eu _T SIGN TOP 7' ABOVE GRADE, H.D. GALVANIZED STEEL POLE "PLANT TREE AT ITS ORIGINAL SOIL DEPTH PER ROOT BALL FLARE, FIELD ADJUST AS REO. SECTION A -A ; LeBARON LF248-2 OR EQ. MINIMUM FRAME WEIGHT: 4-FLANGE - 295 LBS. MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN, FRAME AND GRATE 1 = 1'- 0 (2) 1"0 VENT F 2'-10" 26" MANUF. LeBARON, BROCKTON, MA MODEL: LK 110 WEIGHT: 475 LBS SCALE: 3/4" = 1'-0" NOTE: MOST AREAS GRANITE CURB, BACK OF REAR PARKING LOT ONLY WITH CCBERM, SEE PLAN VIEW 1/2" EXP JOINT APPROXIMATELY 24'-0" OC FINISH COURSE pROP.H-20 F&G r 12•, 1/2' EXP JOINT WHEN ADJACENT FILLER CUT BACK 1/2", W/ 1/2' CIA x12" LONG MASS DPW 2 X 2' GRATE TO CONC STRUCTURE OR BLDG SMOOTH EXP DOWELS AT 2'-0" OC, ONE - TYPE II LeBARON LF248-2 OR EQ. HALF GREASED / CONTINUOUS SEALANT SMOOTH TROWEL ALL EDGES NOTE: 6" REVEAL WHERE INDICATED j PREMOLDED FILLER -6' WIDE NOTE: TYPICALLY GRANITE CURB- HA a , L 4x4-6/6 WELDED WIRE FABRIC CONTROL JOINT SHOWN FOR REFERENCE ONLY STOP WWF AT EXP JT D e rSMOOTH TROWEL ALL SEALANT 6" 1 EDGES I 6" WIDE PITCH 1 % FINEI BROOM FINISH ( II ADJUSTING COURSES AS RE D. F 4 MORTAR ALL COMPONENTS (TYP.) a BINDER COURSE BED FRAME IN FULL 12" X 12" CONCRETE COLLAR FLUSH WITH BASE COAT ASPHALT tO 3000 PSI CLASS I MIN. COLLARDETAI NOT TQ SCALE 4 1/2" NOTE: NO FLAMMABLE MULCH WITHIN 2' OF BUILDING ALLOWED. (USE WASHED STONE NEAR BLDG) BUILDING DOWNSPOUTS 6" LOAM & SEED ALL DISTURBED Ar-�1-I l AREAS (TYP,) CLEANOUT TO GRADE 'CONNECT TO 12" TO DRAINAGE AS SHOWN 6"0 SDR35 ROOF DRAIN 0.5% MIN. TO LEACHING FIELDS DROPS TO 8"DIA DRAINS 0.75% MIN. ROOF DRAINS NOT TO SCALE H-20 F&C TO PLAN GRADE 8" H-20 F&G RIM LISTED OR MATCH PAVEMENT GRADING BED IN CONCRETE UP TO BINDER COAT PAVEMENT BED IN CONCRETE UP TO BINDER COAT PAVEMENT SEE COLLAR DETAIL SEE COLLAR DETAIL SEE PAVEMENT SECTION RIMS LISTED H-20 F&C TO PLAN GRADE SEE PAVEMENT SECTION FINISH GRADE VARIES BED IN CONCRETE UP TO BINDER COAT PAVEMENT 12" MANIFOLD WITH 12" OUTLETS 6' O.C. TILT COVERS TO MATCH PAVEMENT PITCH H-20 MANHOLE COVER PRECAST 24" H-20 H-20 HDPE OPP 12" 0 ADS N-12 HDPE H-20 RISE = MORTAR ALL COMPONENTS DRILL 3.3' FIELD #2 12" MANIFOLD WITH 12" OUTLETS 6' O.C. REPLACE W/ 6'-8" BELOW TOP STRUCTURE ADJ.WATER CLEAN SAND NOTE: LENSES OF SILT LOAM PERCH WATER ON SITE, OBSERVED WATER LEVELS VARIED, BASEMENT DRY AT EL. 37.6 POND DRAINAGE CROSS SECTION. TO EAST)ST) MEAN HIGH WA SOUTH ELEV. 23 (OUTLET DRAINS WATER SALT MARSH 1300' NORTH ELEV. 4.5 RESTAURANT NORTH OF SITE ACROSS 6A HAD NO GROUNDWATER FOUND IN TESTHOLES DOWN TO ELEV. 20.0 N T Tc CA E (DCE JOB#96-018) PER TECHNICAL BULLETIN FRIMPTER METHOD NOT APPLICABLE WHERE CLAY SOIL LAYERS EXIST. UNSUITABLE SOILS 5' AROUND TO BE REMOVED DOWN TO SAND LAYER AND REPLACED WITH CLEAN SAND PRIOR TO CONSTRUCTING LEACHING FIELDS. SYSTEMS DESIGNED AS SHALLOW AS POSSIBLE TO MAXIMIZE SEPARATION TO GROUNDWATER. ENGINEER TO INSPECT WORK INCLUDING BOTTOM OF OVERDIG HOLE. 12" CONCRETE FOOTING 4' HEIGHT OVERALL BEVEL TOP 6" REVEAL NOT TO SCALE DEEP SUMP MANHOLE WITH HOODED OUTLET TEE 12" A N HEAE INSPECTION SCHEDULE: (BY OWNERS ENGINEER, 24 HR. NOTICE REQ.) 1. SUBGRADE ONCE SOIL REMOVED FOR DRAINAGE INSTALLATION/ANY REMOVAL 2. DRAINAGE INSTALLATION- PIPE AND STONE PRIOR TO BACKFILL 3. COMPACTED SUBGRADE PRIOR TO GRAVEL 4. GRAVEL LAYER AFTER COMPACTION �. RIMMWP rnI IRCF PAVFMFNT 9.s" COMPACTED THICKNESS COMPACTED THICKNESS AL CLEANUP. PLAN VIEW LEACHING FIELD STYLE NOT TO SCALE 12" PERFORATED ADS PIPE WITH SAWCUT SLOTS CUT EVERY OTHER RIB WASHED STONE BETWEEN ALL PIPES SEE PLANS MIRAFI 140N FILTER FABRIC OVER ALL STONE/SIDES. NO FABRIC UNDER STONE, TOP AND SIDES ONLY. COMPACTED AGGREGATE BASE J / UNDISTURBED OR COMPACTED � SUBSOIL CONCRETE SIDEWALK N.T.S. NOTES: 1. COMPACTED AGGREGATE BASE COURSE: 2" GRADED CRUSHED STONE ON 4" GRAVEL BORROW. 2. CONCRETE FOR SIDEWALKS MDPW CEMENT CONCRETE (AIR ENTRAINED 4000 PSI 3/4" IN.,610) 1.5" TOPCOATMASS 1 TYPE II 2.5" BINDER 12" PROCESSED GR, NOTE: MOST AREAS GRANITE CURB, BACK OF REAR PARKING LOT ONLY WITH CCBERM, SEE PLAN VIEW 12" X 3" CCBERM WHERE INDICATED (FORMED INTEGRAL WITH TOP COAT ASPHALT) 1.5" TOPCOAT MASS DPW TYPE 11 2.5" BINDER BITUMINOUS PAVEMENT (THICKNESS AFTER COMPACTION) o°eOooOO`°O°Oo°o"O°°°°o° EXTEND GRAVEL 12" MIN. 12" PROCESSED GRAVEL COMPACTED IN (2) 6" LIFTS PAST EDGE PAVE MDPW M1.03.1 SPEC. VIB. ROLLER COMPACTED TO 95% MAX. DENSITY MOD. (EXTEND GRAVEL 5' MIN. AT ROADWAY AREAS) REMOVE TOP & SUBSOIL PROCTOR PER ASTM-1557 METHOD D COMPACT SUBGRADE NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (MEDIUM SAND W/LESS THAN 10% PASSING #200 SIEVE) NOT TO SCALE 6" LOAM AND SEED ANY DISTURBED AREAS NOT PAVED NEW 4" CONCRETE SIDEWALK 1.5% CROSS SLOPE MAX. 40-6/6 WELDED WIRE FABRIC VERTICAL GRANITE CURBING 6"X19"x6'-O" 6" TOP CURB TO MATCH SIDEWALK 77/ MASS DPW TYPE 11 BITUMINOUS • • • 6" REVEAL 1.5" TOPCOAT PAVEMENT (NRL AREAS REQUIRED AND OVERLAY) °�000�°0000�00000b00000 6 2� 0 0 0 0 0 0 b°o°o°b°o°o°5°0°0°b00000 ' 0 0 0,0 0 01,0°0°03°0°0° •.000000000000000 6' COMPACTED 00000000000000 GRAVEL M1.03.1 a.. 0 0 0 0 0 0 0 12" O.C. E.W. ` 00000000000000 11 PROCESSED GRAVEL CLEAR OF 8' WALL TYP. 0°0°0°0°0°0°0° MDPW M1.03.1 VB. ROLLER COMPACTED 0 0 0 0 0 0 0 (UTILIZE REPROCESSED ASPHALT GRAVEL) SHOWN A a 00000000000000 ~- 0000000000000° O O O O„O„0�0� 30000000000 • °0°0 WHHEERE CURBNG SET IINNOPSI MIN. EXISTING PAVEMENT L 43.75' 3000000000000 0000 CUT NEAT UNE 6" FROM CURB LINE AND REMOVE 14 REBAR AT 12. O.C. E.W. TOP �000000000 000°0°0 0° BINDER, BASE AND STONE REPL�ICE �0000000000000°0 o WITH CEMENT CONCRETE TO 1.5 BELOW GRADE 0 0 0 0 0 0 0 o APPLY 1.5" ASPHALT TOP COAT TO MATCH FINISH ASPHALT EL 43.08' COMPACTED DRAINAGE 8"X26" FOOTING 6' COMPACTED SUBGRADE 8" SDR35 PVC PIPE AT 0.75% MIN. GRAVEL M1.03.1 VERTICAL GRANITE CURBING 6'X19"x6'-O' COMBINE INTO IVADS N-12 AT 0.5% MIN. ACROSS LOT 6' MIN. CEDAR STOCKADE FENCE WITH GATE AROUND DUMPSTER BRISTLE BROOM FINISH 12' X 12' SLAB PITCH 0.5% TO DRAIN 6" CONCRETE SLAB 6"x6"-#10 WIRE MESH-,, \ 1" MINIMUM- 8" GRAVEL BASE NO-J SCALE GRADE \-COMPACTED SUBGRADE CEMENT CONCRETE DUMPSTER PAD NOT TO SCALE 4000 PSI f� MIN. CONC. ASTM C150 TYPE 1 OR 2 DETAIL SHEET 2 TO ACCOMPANY SITE PLAN OF 125-133 ROUTE 6A YARMOUTHPORT, MA PREPARED FOR HOFIR c 1SHOFim- UROLOGY ASSOCIATES OF CAPE COD, P.C. y� DANIEL yc �� DANIEL A. off 508-362-4541 o A. o WAL4 fax 508-362-9880 OJALA "' " CIVII `" downcape.com No.40980 .o No.46502 DATE: 6-22-2021 down cape enginee�ifig,10C. REVISED: 8-17-21 (SPR COMMENTS) 1 qNO SURVE'L S'0 L E" civil engineers REVISED: 1 1-24-2021 (ADD'L COMMENTS) ��...�_....!!�� 1-� Main _Z3 land surveyors REVISED: 2-9-2022 ((ER ZBA APPROVAL; 402 DANIEL A. OJALA, P.E., P.L.S. DATE 939 ain Street ( Rte 6A) REVISED: 2-9-2023 HEALTH COMMENTS YARMOUTHPORT MA 02675 NOTE: NAVD88 DATUM RISER INSPECTION PORT '.•:' +•' SLOPE 1 % MIN. DRILL (2) 1 "0.. ! HOLE BRICK ADJUSTING COU TOP EL. 1.1' ABOVE INVERT 6"PERF SCH40 TO SAND... PRECAST DONUT H HOLES L MORTAR AT BOTTOM FIELD (TYP.) SEE PLAN VIEW 0 0 0 0 12" PERFORATED AND SLOTTED H 20 DS N-12 PIPE 12" X 24" 12"0 HDPE N o CAP END IF NOT MANIFOLDED 1.5" DBL WASHED STONE UNDERN H ND ALL BETWEEN REMOVE ELBOW OR EQUIVALENT 12"0 C.B. TRAP HDPE PIP m INV. EL. LISTED PLAN VIEW DISTRIBUTION APE a o"o c do ANY x o d'a `yea C ° "°° ' 0 0 �° UNSUITABLE 6 6' DIA. INV. LISTED ` a0 4°�Q °� ° H820 6'-6" X 6' DIA. �a"�gC n oQoo �° " o °o o °" 0 0 vao 0 0 ° o_ ° ° ° ENCOUNTERED MAN HOLE H-20 CATCH BASIN io ° _,o°-° a° .......�... A. ...... .. ........... ......._. (IF ANY) SHOREY OR EQUAL 4' MIN. SUMP BOTT. EL. 1' BELOW INV. CLEAN SAND ONLY FOR UNLESS NOTED OTHERWISE 11 1 1/2' MIN. 5' MIN. 4' SUMP MIN. PLATE BOTTOM AROUND FLAT TOP STRUCTURE BOTTOM LEACHING 6' ABOVE SEASONAL/ WASHED STONE (TYP.) AND UNDER 6'-6" X 6' DIA. SHOREY SOLID ADJUSTED GROUNDWATER FIELD# 3 STONE PLATE BOTTOM BASIN H-20 OR EQUAL JDCE #18-890 8" LATERALS 6' CENTER TO CENTER MIRAFI 14ON FABRIC OVER STI 2.0"0SCH40 PVC / WITH 1/4" ORIFICES DRILLED AT 5' O.C. ALTERNATING UP AND DOWN DRILL DISTAL END ON TOP. i I FEMALE ADAPTOR & THREADED PLUG SCH 40 PVC (TYP. BOTH ENDS) SEE PAVEMENT SECTION EL. 43.5 2" INV. EL. 43.3' ° o °o°0 ,o°°0000°o°000000°o°o°°°or°o°o i0000000000000000 00000oaoeoa0000000000 0000 6" EL. 42.8' 00000o0ooQooao°000Q0000°oa°oo°ooao°oa°o00oocoo 00 TOTAL OF .75" - 1.5" STONE DOUBLE WASHED ONLY ORIFICE SHIELD OS200 ORENCO SYSTEMS INC ENGINEER TO INSPECT PH. 1-800-34B-9843 OR EQUAL SEE DETAIL CLEAN COMPACTED COARSE SAND FILL UNDERNEATH LEACHING FIELD NOT TO SCALE LEACHING FIELD --------------- 4"0 SCH40 PVC MANIFOLD ITCH 7/FT MIN. 0 x N PLAN VIEW PIPING DETAIL v0T To SCALE 4" TO PUMP PR v\ lad n 0 0 PITCH .005 FT/FT MIN. BUOYANCY CALCS: H-20 7000 GAL. ST WEIGHS 75,750 LBS 2.43' x 7.0' x 17.0' X 62.4 = 18,045 LBS UP (OK) SEE ELECTRICAL H-20 5000 GAL. PC WEIGHS 65,500 LBS SITE DRAWINGS 1.33' x 10.0' x 17.0' x 62.4 = 14,109 LBS UP (OK) ELECTRIC PANELS FOR PUMPS IN BASEMENT OR ON MAIN BUILDING. ELEC. CONTRACTOR TO VERIFY INVERTS IN FIELD PROVIDE ALL REQUIRED PRIOR TO ANY CONDUITS AND CABLES. CONSTRUCTION ELECTRIC PERMIT REQ. FROM TOWN. =NEMA4 IF OUTSIDE APPROX. EL. 44.2 VIF PROOFF FROUMP POWER SWIM P ES VISIBLE PANELS ACCESS COVERS TO FIN. GRADE FROM PUMP CHAMBER. #125 FLOOR EL CLEANOUT------------- 46.15t "CAST IRON PIPES MINIMUM .75' OF COVER OVER PRECAST PRECAST H-20 #125 40.Ot #133 42.Ot GARAGE (OFFICE) 209' ® 1.8% 42.7E I I'`1 38.90 COORDINATE PIPING WITH PLUMBING CONTRACTOR, CAST IRON AND CLEANOUT REQUIRED WITHIN 10OF BUILDING FOOTPRINT. NOTE: CONTRACTOR TO VERIFY �I 10' 24" TEE TEE TEE INLETS FROM 3 BLDGS. 4500 GAL. COMPARTMENT 2700 GAL. COMPARTMENT „ 0 0 0 0 0 0 0 0 0 0 0 0000000000000000000000 O 101010 O O O O O O O RIS 2'0 38.65 ZABEL FILTER REDUCER TO 3" OR 2" ELBOW 3" OR 2" RISER 4"PVC TO PUMP VARIES PIT SCH80 PVV\, T_ ALL PIPES CAN BE CONNECTED BY GRAVITY TO ELEVATIONS LISTED f 6" CRUSHED STONE OR MECHANICAL PRIOR TO SETTING ANY TANKS. COMPACTION. (15.221 [21) PROPOSED 7000 GAL. ST1 INVERT H-20 LOW PROFILE ELEV.'S VARY SEE PLAN VERIFY IN FIELD TOU ANY 10 PRIOR CONSTRUCTION FOUNDATION- 52' SEPTIC TANK (1-5 z SLOPE) ( 2 % SLOPE) 8" HRIM LISTED OR MATCH PAVEMENT GRADING BED IN CONCRETE UP TO BINDER COAT PAVEMENT CON SYSTEM PROFILE SEE COLLAR DETAIL MANHOLE COVER SEE DETAIL (NOT TO SCALE) MORTAR ALL COMPONENTS (TYP.) 30 24 I.D. PRECAST CONC. RISER IF REQ. I- 4'0 PRECAST DONUT 1" OVER FIELD Ld 4" THICK 4000 PSI CONC. W/WWF W I. " 18"0 OBSERVATION HOLE IN CTR. z 20 LEACHING FIELD 0 Q Ld 12" PERF. HDPE _ PUMP OUT WELL J 10 TO SAND AT BOTTOM FIELD Q ,ic+nr'nTl/r1Al rnnMT ME-TAll NOT TO SCALE o 3.OIHP CAPACITY GPM PUMP CURVE FOR EFFLUENT PUMPS NOTES 1. DATUM IS 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-2Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC UNLESS NOTED OTHERWISE. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233 OR 811) AND VERIFYING PUMP INSTALLATION THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 1. PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS REMOVED BENEATH AND 5' AROUND THE PROPOSED SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER LEACHING FACILITY. SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR 10'-0" APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR 12. COORDINATE UTILITY INSTALLATIONS WITH EXTERNAL JUNCTION BOX. H-20 PRECAST FOR THE PUMP(S) IS AVAILABLE AT THE SITE. APPROPRIATE VENDORS. POWER CORDS SHALL BE CONNECTED DISCHARGE TO WATERTIGHT NEMA APPROVED nVALVES INLESS RAIL 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED ON OUTSIDE WALL OR IN AN 13. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND CONNECTORS NOT LOCATED INSIDE STEM ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL THE PUMP CHAMBER. BY E.C. LOCAL CODES AND REGULATIONS. THE PUMPS SHALL ALTERNATE. CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION E CHECK VALVES WITH 5 BALL VALVES OVER, NORMALLY CLOSED CONNECTOR PIPE. REGULATIONS AND/OR THE MASSACHUSETTS O DEPARTMENTS PUBLIC WORKS STANDARD PUMPS SHALL 8E PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. AMENDED TO PRESENT. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: 14. EXISTING LEACHING FACILITY SHALL BE PUMPED AND /8" WEEP a. PUMPS OFF REMOVED, COMPACTED FILL TO BE INSTALLED IN P'b. LEAD PUMP ON CONSULTATION WITH OWNERS ENGINEER, REMOVE c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP REMOVE ALL OLD COMPONENTS PER T5 CODE. SUBSTITIUTES FOR FAILED PUMP) d. PUMPS MUST ALTERNATE 15. SYSTEM SHALL BE OPERATED AND INSPECTED IN AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLED IN THE PANEL. ACCORDANCE WITH TITLE 5 GUIDELINES FOR LARGE FROM PUMP#1 PUMP #2 PUMP SYSTEMS, (310 CMR 15.254- EVERY 3 MONTHS,) SECTION VIEW 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEPTIC TANK EFFLUENT FILTER TO BE CLEANED PER <N SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED MANUFACTURERS GUIDELINES. ALUMINUM HATCH WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE 40"X30" OPENING ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A S� HIGH WATER LEVEL CAUSED BY PUMP FAILURE. ELECTRIC PERMIT REQUIRED. (Z) MYtKS HUMHJ UN MTtKJ F.o C� HATCH TO BE SET IN PRECAST p ?� REINFORCED CONCRETE STAINLESS STEEL RAIL MOUNT OG RISER 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY SYSTEMS SIDE -BY -SIDE IN ? CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. 40" x 30" BILCO H-20 HATCH FURNISHED L SITE CONTRACTOR �'iPUMP RAIL AND DISCONNECT 9c PUMPS DISCHARGE LINES 5. ALL ELECTRICAL PANELS LOCATED IN BUILDING IN NEMA4 BOX, ALARM ON SEPARATE CIRCUIT, LIGHT TO OUTSIDE. CONNECTIONS BY E.C. PUMP #2 PUMP #1 BRACE 4"SCH80 PVC PIPE WYE TOGETHER IN PUMP INSIDE PUMP CHAMBER AS REQ. CHAMBER. PROVIDE BALL MYERS PUMPS TO BE WYED TOGETHER AFTER CHECK VALVES, 3/8" WEEP HOLES, PUMPS TO ALTERNATE. (OR APPROVED EQUAL PUMPS) VALVES OVER CHECK VALVES [Do SO A CHECK VALVE CAN BE 6. ALL PUMPS SHALL HAVE ELECTRICAL SHUT OFF SWITCH VISIBLE FROM CHAMBER PER CODE. REMOVED FOR REPAIR WHILE ®p ®0 OTHER PUMP OPERATES. INSPECTIONS. 24INSTALLER NOTO COORDINATE TICE REQUIRED. INSPECTIONS 3/8" WEEP HOLES OVER CHECK VALVES. THE SEPTIC SYSTEM INSTALLATION SHALL REQUIRE THE FOLLOWING INSPECTIONS: 1 11 ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO OR EQUAL 1. INSPECTION OF UNSUITABLE MATERIAL REMOVAL AND SAND REPLACEMENT INCLUDING BOTTOM OF HOLE. COVER SHALL HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING SURVEYOR TO STAKE LIMITS OF SOIL OVERDIG. PLAN VIEW AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE 2. VERIFICATION OF SOIL CONDITIONS AND/OR GROUNDWATER ELEVATION A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK 3. VERIFICATION OF CESSPOOL/LEACH PIT REMOVAL OR ABANDONMENT THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM. BY 4. INSPECTION OF CONTAINMENT WALL OR FLOW BARRIER INSTALLATION (IF ANY) RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. SITE 5. INSPECTION OF THE 3/4 - 1 1/2 INCH STONE PRIOR TO PLACEMENT TO LEACHING SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. 6. FINAL INSPECTION OF ALL COMPONENTS PRIOR TO BACKFILLING ALL HARDWARE INSIDE PUMP CHAMBER TO BE STAINLESS STEEL. HATCH TO BE SIT IN A CUSTOM POURED PRECAST CONCRETE BASE. ALLOW FOR ATTACHMENT OF CONTRACTOR 7. FINAL GRADING INSPECTION. INSPECTION OF IMPERVIOUS BARRIER (IF ANY) PIPE STAINLESS STEEL 4"SCH40 PVC PRESSURE PUMP RAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE. PITCH BACK 0.005 FT/FT. NO LOW PTS. WRAP REBAR CONTINUOUS AROUND HATCH FRAME TO RESIST LATERAL LOADS FROM 8. INSPECTION OF THE START-UP OF INNOVATIVE/ALTERNATIVE TECHNOLOGY (IF ANY) LIFTING CHAINS TRAFFIC OVER HATCH. WITH VENDOR REPRESENTATIVE GALVANIZED CHAINS WILL BE ALUMINUM HATCH 40" X 30" 9. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. REJECTED BY OWNERS ENGINEER. LUMILUMI H-20 OR EQUAL 10. ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. BILCOSET IN PRECAST REINFORCED CONCRETE RISER 11. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER WITH (4) #4'S CONTINUOUS AROUND MIN. TESTING PRIOR TO BACKFILLING THE SAS FIELD. 12. CERTIFIED AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE ALL SYSTEM COMPONENTS SHALL BE OWNERS ENGINEER. CLEANOUT DETAIL: LeBARON CAST IRON LA0910 SEE GRAVEL SECTIO H-20 RATED FEMALE ADAPTOR & VALVE BOX TO SLEEVE TO ALLOW GRADE AT EA. END. POURED CONCRETE 1.5 CU.FT.f > VENT LINE --Z - ` 2.0"OSCH40 PVC LATERAL INV. LEVEL " 99 ELECTICAL CONDUIT SWEEP TEE 4"X3" \ 1/FICE AA OR 4"X2" 60" O.C. WITH SHIELDS (TYP.) SEE PLAN FOR LOCATIONS ALTERNATE TOP & BOTTOM SIDE ELEVATION VIEW DRILL LAST ORIFICE ON TOP BOTTOM STONE EL. LISTED EXTERNAL JUNCTION BOX H-20 POWER CORDS SHALL BE CONNECTED TO WATERTIGHT NEMA APPROVED CONNECTORS NOT LOCATED INSIDE THE PUMP CHAMBER. SEE SITE PLAN SHUT OFF VISIBLE FROM P/C REQ. H-20 CAST IRON COVER 40" X 30" H-20 ALUMINUM HATCH APPROX. EL. 44.2 VIF S8. RESERVE 2986+ GAL FLOAT SWITCH SETTINGS: ALARM ON 5000 GAL P/C o- PUMP ON 6" o- 8" WORKINGRANGE 1� 8 DUPLEX EFFLUENT 34.0 TANK PUMP OFF 25•• PUMPS AREA f a8w°o30 Sob °oo6 °oo° Boa °vo 6" CRUSHED STONE OR MEECCHANICALPROPOSED 5000 GAL. P/C COMPACTION. (15.221 [21) H-20 LOW PROFILE PUMP WATERPROOF/WATERTIGHT NOTES: 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY. TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE -� EQ. EQ. EQ. 1/4"0 HOLE AT 5' O.0 ALTERNATE BETWEEN TOP & BOTTOM OF PIPE. EXACT DIAMETER HOLES SHOULD BE SHOP DRILLED WITH A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS PRIOR TO PLACING PIPE. OJERR F' 05 MIN. 4"OSCH40 II O 1 0 OUR SLAB I* IF REQ. pRE55uRE UJP DES P0SSNG O� 4" S/ CR - 38.5 -PUMPS DISCHARGE LINES WYE TOGETHER IN PUMP CHAMBER. PROVIDE BALL VALVES OVER CHECK VALVES SO A CHECK VALVE CAN BE REMOVED FOR REPAIR WHILE OTHER PUMP OPERATES. Y4" WEEP HOLES OVER CHECK VALVES. PUMP CHAMBER TO BE FACTORY WATERPROOFED WITH MASTIC COATING PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSOIL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED 3" BARK MULCH, AS SPECIFIED UNDISTURBED SUBGRADE SHRUB PLANTING T TO SCALE 2.0" 0 SCH-40 LATERAL ORIFICE SHIELD OS200 ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL. SNAP -ON SHIELD DRAINAGE SLOTS ORIFICE SHIELD DETAIL NOT TO SCALE APPROX. 156 ORIFI REQUIRED V.I.F. MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. 2% SLOPE REQUIRED OVER SYSTEM INSPECTION PORT SEE DETAIL ELEVATIONS VARY OVER NEW LEACHING, APPROX. EL. 45.0-46.0 \ VENTS SEE PAVEMENT SECTION r, VENT TOP FABRIC EL 435 RUN JUST OVER r"-I . FIELD 4" SCH40 PVC CLEANOUTS SEE DETAILS PERF. DOWN. \ \ � UNDER FABRIC 4" MANIFOLD hF INVERT OF 2.0" LATERALS LEVEL AT EL. 43.3' 41.0t PITCH TO DRAIN BACK TO P/C BOTTOM STONE EL. 42.8 NOTE: SOIL REMOVAL REQUIRED T NOTE: SOIL REMOVAL REQUIRED NOTIFY ENGINEER FOR INSPECTIONS NOTIFY ENGINEER FOR INSPECTIONS SEE UST OF REQUIRED INSPECTIONS GROUNDWATER EL. 36.2 PERCHED WATER DETAIL SHEET 1 TO ACCOMPANY SITE PLAN OF 125' LEACHING FACILITY 125-133 ROUTE 6A YARMOUTHPORT, MA Z-9 -Z3 DATE PREPARED FOR UROLOGY ASSOCIATES OF CAPE COD, P. #--A �yi DANIEL A. OJALA. P.E., P.L.S. PERMIT SET, NOT FOR CONSTRUCTION DATE: 6-22-2021 REVISED: 8-17-21 (SPR COMMENTS) REVISED: 1 1-24-2021 (ADD'L COMMENTS) REVISED: 2-9-2022 (PER ZBA APPROVAL) REVISED: 2-9-2023 (HEALTH COMMENTS) I off 508-362-4541 fax 508-362-9880 downcape.com down cape engineering, Inc. civil engineers 401 land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE ## 18-890