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HomeMy WebLinkAbout18-890 UACC Civil Set 125 Rt 6a rev 11-24-21tij I q' Locus 000, `� o v CO 0 o Dennis ° Pond � j . LOCUS MAP SCALE: 1 "=2000' APPROX. ASSESSORS MAP 121 PARCELS 85,86, MAP 122 PCL 2 COMBINED LOT AREA: 2.14 AC.f 21 72 7 1 13 38 Sleeping Dog Path, 1�~ Urology Associates of Cape Cod Site Construction Plans #125 & #133 Old Kings Highway (Route 6a) Yarmouth Port, MA 02675 30 25 2* 25 74 24 m r 19 m 16 12 R 120 14 106 116 04 92 100 134 u2 1 Route 4a�_ 6 A, 125 115 133 lei 111 121 U S 7713 e 63 w 7 107 19 j 9s 99 24 26 1s 40 32 10 M 6 11 J. a� 16i 33 31 19� 190 3� 37 Jl 130 14a 176 202 r 152RIS6 162 160146 106 194 LEGEND 0 ELECTRIC METER CONCRETE MONUMENT FOUND IRON ROD CONC. CONCRETE HANDICAP PARKING CATCH BASIN 0 MANHOLE 15 PARKING COUNT n SIGN OVERHEAD ELECTRIC LINES /0' UTILITY POLE STONE WALL BEARING DIRECTION ❑ WOOD STOCKADE FENCE L GUY WIRE (N.T.S) NOT TO SCALE x BOLLARD DECORATIVE STONE WALL 0 g WATER VALVE STREET LINE PROPERTY LINE LIGHT POLE POINT OF BEGINNING (M) MEASURED CALL A.C. AIR CONDITIONER (R) RECORD CALL B.H.=12.0'I— BUILDING HEIGHT 0­0 SIGN +45.5 EXISTING GRADE �44.51 PROPOSED GRADE — — —47- — — EXISTING CONTOUR ---- [461 PROPOSED CONTOUR 0=0 PROPOSED LED LIGHT POLE DCE 214 214 az� 206 1 2 6 A. V 1 20 24 24 28 �Sarrsd Heart 28 Cha3el 0 sa 32 40 /40 20 m ioo a Scale = 1:2257 303.532! 2`- 320.a77.87m MamG IS TaDagrap. In = _ _-_ -es Swemap MASS GIS MAP: 131 ZONING DISTRICT SITE IS NOT IN THE APD OVERLAY DISTRICT (NOT IN A ZONE II) SCALE: 1 "=200' APPROX. -' 6A'' .% 1 ZONING SUMMARY 131 ZONING DISTRICT REAR ZONED R40 NOW B1 PER RECENT ZONING CHANGE SITE IS NOT WITHIN A ZONE 2 TO A PUBLIC WELL REFERENCES LCP 14526A LCP 23966B LOT 3 SHEET 1 PB 83 PG 119 PB 317 PG 49 CTF 214080 (#125 & #133) OWNER OF RECORD P.J. NYBERG FAMILY LIMITED PARTNERSHIP P.O.BOX 819 SO. DENNIS, MA 02660 CTF 214080 (#125 & #133) for .f 1 . x. � y :- `9� 1r • �� � � f _ r •- ti i � A is A r7v S. yr. 1. sp 2019 AERIAL OVERVIEW OF SITE (SCALE 1 "=60' APPROX.) ■ PLAN SHEET INDEX. COO 1 Civil Cover Sheet ��P�(H OF M,yssq ���P�H IE MASS9ti � DAAIEL cti� o° DA JIAL�A. G� C100 Existing Conditions Plan g OJALA N " CIVIL C300 Civil Layout/Landscape Site Plan No.40980 No.46502 ESS \O�P��F QI- /ST STERF�<'`� C301 Civil Utilities Site Plan `�N�SURVE��� S��NAL EN C401 Civil Detail Sheet 1 C402 Civil Detail Sheet 2 DATE DANIEL A. OJALA, P.E., L.S. C403 Erosion Sedimentation Control Plan PERMIT SET— NOT FOR CONSTRUCTION Urology Associates of Cape Cod Adaptive Re -Use of Building at: 125 Old King's Highway, Yarmouth Port, MA 02675 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 Jennifer@GiampietroArchitects.com Stamp Revisions No. Description Date REVISED: 8-17-2021 (SPR COMMENTS) REVISED: 1 1—24-2021 ADD'L COMMENTS) off 508-362-4541 I fax 508-362-9880 downcape.com ow# eq,00 eaviNeehol, Me. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOU THPOR T MA 02675 Drawing Title Civil Cover Sheet Job Number 1"=20' Drawing No. Drawn by CJF/DAO Checked Date DAO June 22, 2021 C 001 Scale 1 "=20' REVISED: 8-18-2021 (SPR COMMENTS) REVISED: 1 1-24-2021 (ADD'L COMMENTS) \ \ \ I \ \ I \ \ ❑ \ I 1 i 7,21 I I � I BRIAN J. QUNTON \ C219810 I I MAP 112 PCL 57 \ #18 CARRIAGE LANE ❑ \ 1 �I II 'I I 1 PAU1 & JILL ANDERSON DB Q13 \ PG 358 MAP 1 12 PCL 46 CARRIAGE�LANNE 0 o �y I I / � / / o o / / of / ,N / o I � I I CT I I I I o � I I I 45.9 I / I +44.0 DRAIN 1 � I 4 / I __------44_ MASS COORDS NAD83 / \ EXISTING PAVED PARKING WITH SUBSURFACE DRAINAGE (GE1 +4611 +45.8--7] EXISTING PAVED PARKING ITH SUBSURFACE DRAINAGELOT "C" +46�2 �PLAN BOOK 83 P+45.9 _+43.5± DRAIN ICAPE BOOOD C7010PAGEPERA VE K TAX LOT - BLOCK 12.1 9/ - - � � ELECTRIGsM€TER \ CONCRET MONUMENT FOUND �� / II CONIC. CONCRETE IRON RODI - CATCH BASIN � I HANDICAP PARKING \ I \ 3 A MANHOLE 1 V � °O / 15 PARKING COUNT V 1 SIGN I OVERHEAD ELECTRIC LIES 1 1 / I o 0 SONE WALL V A� UTILITY POLE I \,> / I c \ \ \ BEARING DIRECTION 1 ❑ WOOD STOCKADE FENCE 1 E-� GUY WIRE I I (N.T.S) NOT TP SCALE I 1 \ 0 BOLLARD DJ=CORATIVE STO E WALL I \ $ WATER VALVE �ROPERTY LINE � � STREET LINE / 41GHT POLE // 1 0 / \ 10.0.13. POINT OF BEGINNING (M) /Iv1EASURED C�LL I I I N / \ / A.C. AIR CON61TIONER (R)/ RECORD CAL I I O I \ Z / \ /B.H.=12.0'- BUIL'DINGHEIGHT / /®1 SIGN // l Z 1 m I \ +45.5 / \ I C.B. FNE \ T� I // EDGE OF PAV MENT s I o I I LOT "A" PLAN BOOK 83 PAGE 119 CAPE COD CO-OPERATIVE BANK BOOK 701 PAGE 219 TAX LOT - BLOCK 121 LOT 87.1 / _-_---MAP 122 PCL 1 / - - - GLENN & MONE_TTE KNAPIK, 'TR�-- --- - - _ - - - --DB 30464 PG 95 ---- --------------- --- \ / EDGE OF PAVEMENT � I / I ;\ \I NORTH ,' SAND YS/DE NOW OR FORMERLY LANE SANDY SIDE HOMEOWNERS ASSC C. INC. 40' WIDE PRIVATE RIGHT OF WAY \ BOOK 12610 PAGE 162 EDGE OF�PAVEMENT SPHALT 16'± WIDE / TAX MAP 122 PCL �1,1 l '4 \ -- -- - - - - - -- - - - - - - 42- --- - - - - - - - - - - - \ n \ 236.01' \ \ .B. _NOTES 1. DATUM IS NAVD88 -2-.'THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ,O' BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233 OR 811) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE WITH TOWN AND COVER LOCATIONS. 5. INTERIOR LOT LINES DASHED- LOTS TO BE COMBINED INTO ONE 2.14 AC. LOT. REAR ZONING NOW 131 oY 1 1 1 I I I R \ o Tha e e Rood a �c Q' Locus oro 6 C o �J� c _ o y Dennis Pond oro � g1 r'1� LOCUS MAP NOT TO SCALE ASSESSORS MAP 121 PARCELS 85,86, MAP 122 PCL 2 COMBINED LOT AREA: 2.14 AC.f RECORD OW WEIR 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. opt 44.5' p" 6" 0 20" 42" 84" 156" A SL 1OYR 4/2 B SL 1OYR 4/6 C1 LS 1OYR 6/4 C2 MS 2.5 Y 7/4 /�L// /C Silt Loam 2.5Y6/3 .// 9-1 42.8' 22' 41.0' 37.5' 102" WATER 120" 31.5' 151 " A SL 1OYR 4/2 B SL 1OYR 4/6 / C/ Silt Loam / 2.5Y6/3 C2 M/C S 2.5 Y 7/3 ELEV. ['51-1 ELEV. 46.2' p" 42.0' FI LL 36" B SL 1OYR 5/6 44.4' 48" 38' N MS 37.7' 2.5Y 7/4 WATER 96" 33.6' 120" 1 32.0' GROUNDWATER AT EL. 36.2 GROUNDWATER AT EL. 34.0 (PERCHED) (PERCHED) NOTE: SEE DETAIL SHEET 2 FOR ADDITIONAL TESTHOLE LOGS EXIST�NG CONDff�ONS SITE PLAN OF U�OLOGY ASSOCMTES OF CAPE COD, P.C. DATE: 6-22-2021 REVISED: 8-17-2021 (SPR COMMENTS) REVISED: 1 1-24-2021 (ADD'L COMMENTS) Drawing No. Scale:1 "= 20' C 100 0 10 20 30 40 50 FEET HYD DATE DANIEL A. OJALA, P.E., P.L.S. PERMIT SET- NOT FOR CONSTRUCTION off 508-362-4541 I fax 508-362-9880 downcope.com down cope e/lginee�ing, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DCE ## > 8-890 NOTES I I MASS COORDS INAD83 ----- I EXISTING PAVED PARKING WITH SUBSURFACE DRAINAGE II (GE1 EXISTING PAVED PARKING WITH SUBSURFACE DRAINAGE LOT "C"BRIAN J. DUNTON I PLAN BOOK83PC219810 ICAPE COD CO-OPERAK MAP 112 PCL 57#18 CARRIAGE LANE ZBOOK 701 PAGE TAX LOT -BLOCK 12.1 n � PAUL & JILL ANDERSON DB 5013 PG 31 MAP 112 PCL 58 #6 CARRIAGE LANE pp ELECTRIC METER O CONCRETE MONUMENT FOUN[ OQ IRON ROD CONC. CONCRETE HANDICAP PARKING CATCH BASIN Q MANHOLE 15 PARKING COUNT �-- SIGN OVERHEAD ELECTRIC LINES ,0' UTILITY POLE STONE WALL BEARING DIRECTION ❑ WOOD STOCKADE FENCE E GUY WIRE (N.T.S) NOT TO SCALE x BOLLARD DECORATIVE STONEWALL <,I WATER VALVE STREET LINE PROPERTY LINE X LIGHT POLE POINT OF BEGINNING (M) MEASURED CALL A.C. AIR CONDITIONER (R) RECORD CALL 3.H.=12.0'— BUILDING HEIGHT 0­0 SIGN DCE #18-890 MAP 122 PCL 1 GLENN & MONETTE KNAPIK, TR. DB 30464 PG 95 — LOT "A" PLAN BOOK 83 PAGE 119 CAPE COD CO-OPERATIVE BANK BOOK 701 PAGE 219 TAX LOT - BLOCK 121 LOT 87.1 I•vjyj n 0AQN1j rs/DE 40' WIDE PRIVATE RIGHT OF WAY EDGE OF PAVEMENT ASPHALTI6'f V LANE 1. DATUM IS NAVD88 J a_ P7 e eRoad 2. MUNICIPAL WATER IS EXISTING C.B. 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LO FOR ALL PROPOSED PRECAST UNITS TO BE AA HCbH-20 �� Locus o 5. PIPE JOIN S TO BE MADE WATERTIGHT. o' ° ,L �e 6. CONSTRUC ION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 1 .000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO h o BE USED F R LOT LINE STAKING OR ANY OTHER o Dennis PURPOSE. Pond 8. PIPE FOR PTIC SYSTEM TO SCH. 40-4" PVC UNLESS c NOTED OTH RWISE. a V o 9. COMPONENT NOT TO BE BACKFILLED OR CONCEALED . - WITHOUT INS ECTION BY BOARD OF HEALTH AND PERMISSION BTAINED FROM BOARD OF HEALTH. �v - �C B. 10. CONTRACTO SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1- 88-344-7233 OR 811) AND VERIFYING ��� THE LOCATIO OF ALL UNDERGROUND &OVERHEAD UTILITIES PRR TO COMMENCEMENT OF WORK. NOT TO SCALE 11. ANY UNSUIT BLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 121 PARCELS 85,86, MAP 122 PCL 2 REMOVED BEN ATH AND 5' AROUND THE PROPOSED LEACHING FAC LITY. COMBINED LOT AREA: 2.14 AC.f LOTS TO BE UTILIZED AS ONE PARCEL 12. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. LOCUS IS WITHIN FEMA FLOOD ZONE X 13. SITE LIGHTING SHALL N T CAUSE GLARE FOR (AREA OF MINIMAL FLOOD HAZARD) AS MOTORISTS, PEDESTR S, OR NEIGHBORING PREMISES. SHOWN ON COMMUNITY PANEL #25001 C0559J 14. ALL CONSTRU ION MATERIALS, COMPONENTS, AND DATED 7/16/2014 METHODS EMPL YED ON THIS PROJECT WORK SHALL CONFORM TO T�E TOWN YARMOUTH REGULATIONS A D/OR T EFMASSACHUSETTS SUBDIVISION ZONING SUMMARY DEPARTMENT 0 PUBLIC WORKS STANDARD o SPECIFICATIONS OR BRIDGES AND HIGHWAYS AS m AMENDED TO PR SENT. ZONING DISTRICT: B1 BUSINESS DISTRICT a PROVIDED: MIN. LOT SIZE 25,000 S.F. 93,580 SFf MIN. LOT FRONTAGE 100' 299.53' Z 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% 63.3% y SITE IS NOT LOCATED WITHIN THE AQUIFER PROTECTION DISTRICT (SITE IS NOT IN A ZONE II) OWNER OF RECORD � I -� PJ NYBERG FAMILY LIMITED PARTNERSHIP P.O.BOX 819 SO. DENNIS, MA 02660 m CTF 214080 (#125 & #133) m 71 PARKING CALCULATIONS: N NOW OR FORMERLY SANDY SIDE HOMEOWNERS ASSOC. INC. BOOK 12610 PAGE 162 TAX MAP 122 PCL 1.1 0N� DOCTORS OFFICE: 1 SPACE/2 OCCUPANTS, 1 OCC/100 SF = 1 SPACE/200 SF #125— 11,280 SF X 1 SPACE/200 SF = 57 SPACES #133— 618 SF (1 /200) = 3+ 2 EMPL.= 5 SPACES ADDITIONAL EMPLOYEE/PATIENT ESTIMATE: 20 SPACES GINGERBREAD TOTAL: 82 SPACES REQ. /� 84 SPACES PROVIDED PLUS 8 HCP LAN IN LOT TREE: 92/8=11.5— 12 TREES PROVIDED LANDSCAPE LEGEND N.T.S. NOTE: PROVIDE IRRIGATION TO ALL PLANTING BEDS/TREES 6" LOAM AND HYDROSEED ALL DISTURBED AREAS GRASS SEED SHALL CONTAIN SUBSTANTIAL NOT PAVED PROPORTIONS OF FESCUE AND PERENNIAL RYE SEED, MEETING MDPW SPEC M6.03.0 OR SIMILAR. JUTE EROSION CONTROL NETTING ON ALL SLOPES >10% PROPOSED 3 GAL. SHRUB ALTERNATE BETWEEN: PJM RHODODENDRON NIKO BLUE HYDRANGEA WHITE AZALEA (TYPICAL) PROPOSED 3" CALIPER PARKING/BUFFER TREE WHITE PEAR TREE OR EQUAL (TYPICAL) LEYLAND CYPRESS OR EQUAL EVERGREEN 6' HEIGHT MIN. SET TO PROVIDE SCREENING TO RESIDENTIAL 4'WIDE 5'HIGH MIN. (SUPPLEMENTAL TO EXISTING SCREENING) 0=0 PROPOSED LED LIGHT POLE (SEE ELECTRICAL PLANS) EXIST. BLDG MOUNTED LIGHTS REMAIN. OF 125-133 ROUTE (SA YARMOUTHRORT, MA PREPARED FOR UROL09Y ASSOCMTES OF CAPE COD, P.C. 11 Z* -Z I DATE DATE: 6-22-2021 REVISED: 8-17-21 (SPR COMMENTS) REVISED: 1 1-24-2021 (ADD'L COMMENTS) Scale:1 "= 20' C 300 0 10 20 30 40 50 FEET off 508-362-4541 �s I fax 508-362-9880 a N downcope.com �� # eq e epaq®�eer®f , ®fte civil engineers lcn d surveyors rr^ Lf" / `-__ 939 Main Street ( Rte 6A) DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 PERMIT SET, NOT FOR CONSTRUCTION NOTES 1. DATUM IS NAVD88 I I I 2. MUNICIPAL WA TER IS EXISTING \ 45.9 +44.0 DRAIN � \ I B 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LO FOR ALL PROPOSED PRECAST UNITS TO BE AA HC,bH-20 \\ 5. PIPE JOIN S TO BE MADE WATERTIGHT. \ \ MASS COORDS / - - \ I 6. CONSTRUC ION DETAILS TO BE IN ACCORDANCE WITH \ EXISTING J 310 CMR 1 .000 (TITLE 5.) \\ \ \ I \ PAVED PARKING WITH SUBSURFACE DRAINAGE / I LOT "A" \ \ \ \ ❑ +46.1 / - - - - - - PLAN BOOK 83 PAGE 119 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO +45.8 II EXISTING PAVED PARKING A J BE USED F R LOT LINE STAKING OR ANY OTHER iITH > SUBSURFACE DRAINAGE CAPE COD CO-OPERATIVE BANK PURPOSE. 1 / BOOK 701 PAGE 219 � \ V I 7� // 1+46-2 I TAX LOT -BLOCK 121 LOT 87.1 _ I 8. PIPE FOR PTIC SYSTEM TO SCH. 40-4" PVC UNLESS NOTED OTH RWISE. J. �UNTON /LOT "C' ,BRIAN PLAN BOOK 9. COMPONENT NOT TO BE BACKFILLED OR CONCEALED / / 83 P GE 119 WITHOUT INS ECTION BY BOARD OF HEALTH AND \ \ I I I I C219810 MAP 112 PCL 57 I \ +45.9 / +43.5± DRAIN I / I CAPE CoD CO -OPERA IVE BANK BOOK 701 PAGE 219 _ w m PERMISSION BTAINED FROM BOARD OF HEALTH. \ I #18 CARRIAGE LANE z/ TAX LOT -BLOCK 12 LOT 87.1 I I ❑ \ Q I �An I \ � VC64 _ D5 m AQ / I � B. 10. CONTRALTO SHALL BE RESPONSIBLE FOR CALLING - - I I DIGSAFE (1- 88-344-7233 OR 811) AND VERIFYING Ibl/`�P - THE LOCATIO OF ALL UNDERGROUND &OVERHEAD CB5 I AQ C66 ONE STORY I UTILITIES PRI R TO COMMENCEMENT OF WORK. INV. 41.1 / RIM 43.8 FRAME BUILDING NOT TO SCALE x n - - c= - - - - RIM 44.1 INV. 41.5 /,� / - h x-7�x�x S 15'35'00" iN - - INV. 41.1 I I //,"TH i O-OPER�I� jANK��� C�/ \ _ _ \ I 11. ANY UNSUIT BLE MATERIAL ENCOUNTERED SHALL BE _x - \ / REMOVED BEN ATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 121 PARCELS 85,86, MAP 122 PCL 2 x I x I _ - - - 44- I - -44- __ \ LEACHING FAc uTY. COMBINED LOT AREA: 2.14 AC.f 42 _ GENERA OR 12. COORDINATE UTILITY INSTALLATIONS WITH LOTS TO BE UTILIZED AS ONE PARCEL S 15°09'40"�W_ APPROPRIATE VENDORS. LOCUS IS WITHIN FEMA FLOOD ZONE X [44] � SILT FENCE � � �' - � [44.7] CAP COD B RM TMIS SIDE 4 1 - I I I I I � ❑ � ----- � / � C.B. F�IE� - � � �s 1s•os'4o" w _ - v ' I 13. SITE LIGHTING SHALL N T CAUSE GLARE FOR �44 �� I �12.-0.5% B x N 15°09 40 E� MOTORISTS PEDESTR S OR NEIGHBORING PREMISES. (AREA OF MINIMAL FLOOD HAZARD) AS \ DBU , & ILL NDERSON - _� RIM 4�.2' ---_ D1 �/ 1-Mr -ELEC IC VEHI F-r-IARB?I�-I-FMCEDI -�' � PO ��o / - MOTORISTS, SHOWN ON COMMUNITY PANEL #25001 C0559J \\ \\ \\MAP 1 I PCL 5s I 3� I 1L r -\ RI 44.2 > 4.5+ I DUMPsr 44- - - J cur, REP E C I I 14. ALL CONSTRU ION MATERIALS, COMPONENTS, AND DATED 7/16/2014 \ [45 --- ��--- I 12.[45] UTILIZE EXISTING ROOF DRAINAGE PIPING, ROUTE ,n z 43.2+ �vI.H.B. METHODS EMPL YED ON/THIS PROJECT WORK SHALL \ 46 CARRIAGE-LANNE I / I L- --- I I 41.0 Lj W P INTO NEW ROOF DRAIN FIELD, REPIPE IF UNABLE TO PRE RVE m + Q I cn CONFORM TO T E TOWN OF YARMOUTH SUBDIVISION r - -I �27 9 REGULATIONS A D 01 THE MASSACHUSETTS w DRAIN IELD3 I Oj EW GEN. SIX INCH SDR35 DOWN TO 8" SDR35 AT 1% MIN. TYP. \ J w I -� m DEPARTMENT 0 PU�LIC WORKS STANDARD SUMMARY PROPOSED PAVED PARKING ;'EXPANSION I L----_ I / z \ 3 > o SPECIFICATIONS PU BRIDGES AND HIGHWAYS AS \ \ \ \ _, 62'x36'FIELD I ---- I "� �a �S o m Ik�� / cYi r 12"ADS---===--=====J 16.3 �G� _ w \ I INV. 41.0 N-12 SLOTTED oQ v _ I _ 25' BUILDING SETBACK LINE I Y z 3 8 a wl I mAMENDED TO PR SENT. ZONING DISTRICT: 61 BUSINESS DISTRICT \ ►- �-- ED PIPE AT 6' 1 I ~ o N I o \ \ \\ I Q m I \ r: I --- O.C. I MANIFOLD N W M J V- \ I \ LIMIT 5' REMOVAL r'----==--��- I ADDITION \ Q V \ N I I ---=-- I - \ UNSUITABLE SOILS-- / EA. END I w z �� OFFICE I �` w + r MIN. LOT SIZE 25,000 S.F. a �_ m / 0 o I .e T ��'`'��== -- -I C.O.R{�pP - - I Y w z / ,O- MIN. LOT FRONTAGE 100' cD om z -4rJPORT - - I o `` / RAILS \ [44.2] z r \ _ Q h I \ �Q) I L `�' =-- [44.44] 1 RIBA 44.55 - 11.6' HCP RAMP I d 10 X20 tYP Q �I & / \ z - _ �/. 41.0 +45.4 / [44.7] ---- pR I \ ,� Z m MIN FRONT SETBACK35' I - - ..;• ---- N-12 R.D. ❑--- I C.0 a� I �� v ^� �� _�_ � ______ -__- a, � o � o1 -' I MIN SIDE SETBACK 20 I I Gc INV. 42. 64.0' �, N D z Z N MIN. REAR SETBACK 25' --- C `` J I I MAX. BUILDING HEIGHT 35 I U Ex�Tuv EDGE F PAVE - �w m I MAX BUILDING COVERAGE: 25% - -- I \ 46% (FULL 3.0' ^� I I� MAX IMPERVIOUS COVERAGE: 70% EPTH P VEMENT EBUILD) .I \ y L o �J [45] \�S n I ❑A13.0 J 43 46 to I II SITE IS NOT LOCATED WITHIN THE AQUIFER PROTECTION DISTRICT v 6_ � I o BUILDING 46.17 Ko I SITE IS NOT IN A ZONE II _ No.125 � ( 7,843 sq.ft. // � �5\0�cn I � O \m �] 0' \ �41.67 IID m o OWNER OF RECORD � 1RESERVE AREA Oir TYP. 3.1' �I Ii m PJ NYBERG FAMILY LIMITED PARTNERSHIP CD QO GPD + x P.O.BOX 819 S0. DENNIS, MA 02660mm D o wl N o I 7, CTF 214080 (#125 & #133) ry \ \ I N N Z rn 3E o CD 43 \ I m I v 25' UILDING ETBAC I I O I _ [43.7] VGC r V ��, I I �P I z � � n 5 I 2 47.5 I \46 - I Z / o 43.2 i � / 1 z v v 48. -- ��, 1 o I �,� �'� 4 \ NEW VE TICAL GR NITE C v 64.3' 1 - - - � x INVx AC PAD I I to I \ \ - B- (VCG) TYP. \ I � I b - 0� ----- aN z I U o 7 - - - - - _ I D D N +45.5 44.51 C.B- -FND - - _ - 1 cn I / z R AI ING C B � - - '�; -,� - - -- - �I CINV. 40.8 E+ ID WALK W/GRANITE CURB _ _ M I PU LBOX \ - _ S 13°47 30 W , ---- O I �� m w RAISED CO CR 4 _ - [43.6] 3 DOCTORS \ �165.00 - - - a= VENT I D 1 m 44.5 3 3 I- SIGN m z \ \ \ \ \ N 13'47'30" E S 14°00' W I k 1 m I ,n 45. ] 1:2 44.5 [ 3 3 N 3LEC. DU T BANK (\GONG.) �INGERBREAD I � \ V I D 71'X40� d 3 3 M M M M �� I x \ \ \ \19 >, - RESS�IRE OSED _j - - 1 3 M 2�� �- _ _ ILA - MAP 122 PCL 1 ��� - \ � N \ °000200,4�' E H LEACHING�TIEH -~ BO RU loll E1N SI°EEVE EWER ND D ANES"MMM M S 14'00'30" WITAIRE LIN A M INES , C. AND � V I SOILNREMO1 M M W LINED / ----- h CB1 �� \ \ \ \ \ GLENN & MONETTE KNAPIK_ ` \ O X NT o \ 30464 PG 95 \ II •Q REPEAL EXISTING FIRE RON 4 AND 6 L I \ INV.38.5 r I � V I 5 . ]� I 10.0 w s�. @B� \ V I I p�5� 2, -' WITH EW CEME I _� J T 1 .28 I h \ 19 N SANDYS�O��LANE \ \ I 41 1 � S R `�' 44.25] � I -�1 � v _ # I I to �' [ a� DRAIN �ELD11 �___ ___�- r 2 r? cn 0 ------ THD3 11 V. 38.3 �n \ CD 1 1 $ F 2" FM F 50'x21'FIELD I I /_J I w I ENT i S ROM INV. 38.0------------- - v - EXISTING__ v v o/ �' n I v S D�ACHED G I T/ I \ S \4- ELECTRITER CONTOUR L4�1� PROP ESED CONTOUR o/ I 1 I II I 1BELO-DE RA�SCE IN9 LIMIT 5' REMOVAL �---- - �GE H2 0 rn \ CONCRET MONUMENT FOUND I `����=--- \ �M� \ UNSUITABLE SOILS % \ \ - PROPOSED LEDv LIGHT POLE w 1 1 _ _ I �Ew sT O �__=/_ f V. 38.3 <I A \ ANC• CONCRETE II \ I HANDICAP PARKING \ L- - FM IN 41.0 7000 GAL VGC \ - - - - - \ CATCH BASIN \ `� I - - / 1 IP S, 0 ; � - - - 4" FORCE -3 NEW GRANITE CURB TYP. - - - - - - - - -I- CB2 �� O I ) O \ \ ® MANHOLE \ / - _� L - - - - S RCE MAIN IN SLEEVE F.M. / F %P ;Q \ N I INV. o �Q / 15 PARKING COUNT \ \ \ I \ "' I - S ` ID RD INV. 40.4 38_5 - \ �- SIGN I / I o� o I VGC `�%Q FM IN 39.0 / EW S \ \ \ I / / o 1 TILITY POLEw� )ON VERHEAD ELECTRIC LINES o U(0 I w H1 S 3 . STONEWALL A 0 S 0 \ \ � BEARING DIRECTION I S ❑ WOOD STOCKA E FENCE\ B3[41.3] WALK w � savEGUY WIRE SNO1 STORAGE �AREA V• 5' SIDEn I I / I \ x BOLLARD I I I A \ 1� 40.3 - 1 12 1:1 �36.2 a I \ DRAIN L I 1 �� (N.T.S) NOT T(� SCALE I \ \ I / 1 \ _ 1 \ ONE STORY 3 1 I \ I VGC rJ IMH3 EBOX / Q, FRAME BUILDING W \ I I 4 WATER VALVE I �����- � o BUILDING � \ DECORATIVE STONE WALL \� I I I _ �.I- - \ / I SIGN / I __1 _ _-133 618 sq.ft. a; in SfREET LINE / [44.9] I r C.O. TEE INV. 40• -� INV.1S i w , # "GIFT SHOP" / �ROPERTY LINE / 1 -�-- 1 z / I- P1P�AT 6 O.C. -J I I a 18.9'' gin/ // -� / IGHT POLE I 1 ' 12_b� --_-_ z \ CONC / / I I o / DRAIN FIELD2 I 112 ADS N- -_-- - --`"11�- - - oa 17.4 I Y \ POINT OF GINNING I IV , ---- - MANIFOLD % _L 1 / (M) /MEASURED CALL I I O / 60 x21 FIELD I ��-'' -r PORT TYP• --� .11121 1 i a 3 V� \ -� \ / \ A.C. AIR CONISITIONER ICI I \ Z � / INV. 40.0 -1-�1 THD2 - =`_- _-L-x -- i � ' � / 1 (R)/ RECORD CALL I I O �Tl .J _ _ -� -�- J / \ LIMIT 5' REMOVAL I - A ����--�� 7 NE� TRANSFORMER \ H.=12.0'- BUILDING HEIGHT / / / SIGN / \ m \ UNSUITABLE SOILS 1 V� DROP POLE / / V 1 _---- _-__ -� _ , / z . - IRRIG. B. / s / +45.5 EXISTING GRADE / / 44.5 PROPOSED GRADE x ���,�� / BOX COgRD. W/ELEC. ��C- 3� ` - / [ / \ I C.B. FND \ -_-x - -gib �ti + EV RSOURCE � SEE ALSO COVER SHEET LEGEND / \ / I S 13°04'29" W M) 300.27'�i - red�(R�- 29 MAP 122 PCL 1 \ - / GLENN & MONETTE KNAPIK,'tR- DB 30464 PG 9- - -- - - 5 --- - -- - -- ------ - --- l /� 9.87' EDGE OF PAVEMENT EDGE OF PAV MENT I NORTH SANDYS/DE UROLO / / / / / / \ L\ANE DANDY SIDE H MEO ORMERLY / \ / / 2NERSC�C. INC. � 40' WIDE PRIVATE RIGHT OF WAY \ BOOK 12610 PAGE 16 / / EDGE OF -PAVEMENT SPHALT 16'± WIDE / \ TAX MAP 122 PCL •L 1 \16 \ \ - - - - - - --42 -- -- ------ - - 236.01' \ s - - - i ii z'iF'z� DATE UT�UTES/GRADING OF ROUTE 6A YARMOUTHFORT, MA II il i ..I�I„ W���I �Imi���iiiii�ui� ..�������� �������� ���� ����Ooio �I �i� PREPARED FOR ff ASSOCMTES DATE: 6-22-2021 REVISED: 8-17-2021 (SPR COMMENTS) REVISED: 1 1-24-2021 (ADDI COMMENTS) Scale:1 "= 20' mmdEE!1111 C 301 0 10 20 30 40 50 FEET DANIEL A. OJALA, P.E., P.L.S. PERMIT SET, NOT FOR CONSTRUCTION off 508-362-4541 I fax 508-362-9880 downcape.com MOWN cope engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 5A) YARMOUTHPORT MA 02675 DICE # > 8-890 LATERALS 6' CENTER TO CENTER COMPACT BACKFILL SEE PAVEMENT SECTION MIRAFI 140N FABRIC OVER STONE EL. 43.5 00 00 0 000000o000o0000'00 0o INV. EL. 43.3' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.. 0 0 0 0 0 0 000000000000000000000 0 '0 0 0 0 0000 0000000A)((��000090909000000000000000'0000 0 0° 0000 8.. �O�O�O�I! O�C�O�O�O�O�O�O�O�O�O�O�O�O�OO�0�0� 0>�O�O 0000 0000000 00000000000°0°0°0°0°0°0°0000000000000>00000000000000 0000 0000 00000000�0�0�0�0�0�0�000000000000000000000000> 0000�0�0�0�0�0 O�O� 000000 0 0 0 0 0 0 0 0 0 0 0 0 0000 00000 0 0 0 0 0 0 0 0 0 6 EL. 42.8' 000 000000 0 0 0 0 0 0 0 0 0 0 0 00: 0 0 0 0 0 0 0 0 000�000000�0ODODO�ODO�ODO�ODO�ODO�ODO�ODO 2, 000�0000000�000 000 o 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2.0"OSCH40 PVC 8" TOTAL OF .75" - 1.5" STONE ORIFICE SHIELD OS200 WITH 1/4" ORIFICES DOUBLE WASHED ONLY ORENCO SYSTEMS INC DRILLED AT 5' O.C. ENGINEER TO INSPECT PH. 1-800-348-9843 ALTERNATING UP AND DOWN CLEAN COMPACTED COARSE SAND FILL OR EQUAL SEE DETAIL DRILL DISTAL END ON TOP. UNDERNEATH LEACHING FIELD LEACHING FIELD SECTION NOT TO SCALE I 0 i N I I I i I I I FEMALE ADAPTOR & THREADED PLUG I SCH 40 PVC (TYP. BOTH ENDS) V ._. r bi LEACHING FIELD 0 L� 0 w U L� 0 --------------- ------------ 4"0 SCH40 PVC MANIFOLD Ll ITCH /FT MIN. REDUCER TO 2.0" 3" OR 2" ELBOW L 3" OR 2" RISER 4"PVC TO PUMP VARIES PIT SCH80 PVC--,, T 4"SCH 40 PVC MANIFOLD / CLEANOUT DETAIL: Le BARON CAST IRON LA0910 SEE GRAVEL SECTION H-20 RATED FEMALE ADAPTOR &THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. POURED CONCRETE DONUT VENT LINE /------ 2.0"OSCH40 LATERAL INV. LEVEL a0� TEE 4"X3'\ 1/4" ORIFICE IN LATERALORIFICE IN LATERAL OR 4"X2" 60" O.C. WITH SHIELDS (TYP.) SEE PLAN FOR LOCATIONS ALTERNATE TOP & BOTTOM SIDE ELEVATION VIEW 1.5 CU.FT.t 2.0" OSCH40 PVC 90' ELECTICAL CONDUIT SWEEP DRILL LAST ORIFICE ON TOP BOTTOM STONE EL. LISTED 10'-0" EXTERNAL JUNCTION BOX. H-20 PRECAST POWER CORDS SHALL BE CONNECTED DISCHARGE - TO WATERTIGHT NEMA APPROVED tTAITNLESSRAIL CONNECTORS NOT LOCATED INSIDE EM THE PUMP CHAMBER. BY E.C. tBALL PLAN VIEW -3/8" WEEP PIPING DETAIL NP' z 4" TO PUMP PIT 6.00' 0 0 NOT TO SCALE PITCH .005 FT/FT MIN. VERIFY INVERTS IN FIELD PRIOR TO ANY CONSTRUCTION NEMA4 IF OUTSIDE APPROX. EL. 44.2 VIF _,r41 PANELS ACCESS COVERS TO FIN. GRADE SEE ELECTRICAL SITE DRAWINGS ELECTRIC PANELS FOR PUMPS IN BASEMENT OR ON MAIN BUILDING. ELEC. CONTRACTOR TO PROVIDE ALL REQUIRED CONDUITS AND CABLES. ELECTRIC PERMIT REQ. FROM TOWN. PROVIDE PUMP POWER OFF SWITCHES VISIBLE FROM PUMP CHAMBER. #125 FLOOR EL. 46.15t MINIMUM .75' OF COVER OVER PRECAST 6"CAST IRON PIPES PRECAST H-20 # 125 40.0E i : • " • RISERS (TYP.) # 133 42.0t ,.. 10" GARAGE (OFFICE) ejector pump f.m. 39.0t TEE 38.90 ,Ya INLETS FROM 3 BLDGS. 24" ,::• TEE 38.65 ' GAS BAFFLE COORDINATE PIPING WITH 4500 GAL. COMPARTMENT 2700 GAL. PLUMBING CONTRACTOR, CAST t COMPARTMENT IRON REQUIRED WITHIN 10' :. OF BUILDING FOOTPRINT. °....,... ':4 .•:.•, .:• :.:., • .' <; .. .,..:....'.:.....: 000000000000 0000000000 NOTE: CONTRACTOR TO VERIFY 0000000000000000000000 ALL PIPES CAN BE CONNECTED BY GRAVITY TO ELEVATIONS LISTED 6" CRUSHED STONE OR MECHANICAL PRIOR TO SETTING ANY TANKS. COMPACTION. (15.221 [2]) INVERT PROPOSED 7000 GAL. ST1 ELEV S VARY H-20 LOW PROFILE SEE PLAN VERIFY IN FIELD PRIOR TO ANY , , CONSTRUCTION FOUNDATION- 52 SEPTIC TANK 10 ( 2 % SLOPE) (1 .5 % SLOPE) SYSTEM PROFILE MANHOLE COVER SEE DETAIL MORTAR ALL COMPONENTS (TYP.) 30 / 24" I.D. PRECAST CONC. RISER IF REQ. / 4'0 PRECAST DONUT 1" OVER FIELD W r 4" THICK 4000 PSI CONC. W/WWF .. 18"0 OBSERVATION HOLE IN CTR. Z 20 LEACHINAFIELD ° ° .. o Q w 12" PERF. HDPE _ PUMP OUT WELL TO SAND AT BOTTOM FIELD Q 10 (- INSPECTION PORT DETAIL NOT TO SCALE 0 0 (NOT TO SCALE) PUMP CURVE 'SYSTEM CURVE LIBERTY 3L 03 3.0 HP I �I CD rn 200 400 CAPACITY - GPM PUMP CURVE FOR EFFLUENT PUMPS FROM PUMP#1 PUMP #2 F SECTION VIEW 9Cq� 1,� i ALUMINUM HATCH 1 /4" 0 HOLE AT 5' O.C. 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. 2.0" 0 SCH-40 PVC LATERAL SNAP -ON C SHIELD DRAINAGE SLOTS ORIFICE SHIELD DETAIL NOT TO SCALE APPROX. 156 ORIFI REQUIRED V.I.F. PUMP INSTALLATION 1. PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR FOR THE PUMP(S) IS AVAILABLE AT THE SITE. 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED ON OUTSIDE WALL OR IN AN ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND LOCAL CODES AND REGULATIONS. THE PUMPS SHALL ALTERNATE. E CHECK VALVES WITH 5 BALL VALVES OVER, NORMALLY CLOSED CONNECTOR PIPE. PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: a. PUMPS OFF b. LEAD PUMP ON c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP SUBSTITIUTES FOR FAILED PUMP) d. PUMPS MUST ALTERNATE AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLED IN THE PANEL. 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE ORIFICE SHIELD OS200 ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL. �' p9 40"X30" OPENING ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A (2) MYERS PUMPS ON MYERS �C' HATCH TO BE SET IN PRECASTHIGH WATER LEVEL CAUSED BY PUMP FAILURE. ELECTRIC PERMIT REQUIRED. [YREINFORCED STAINLESS STEEL RAIL MOUNT fy �'p �F` CONCRETE RISER SYSTEMS SIDE -BY -SIDE IN Gj. 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY 40" X 30" BILCO H-20 HATCH �'�`S' PUMP RAIL AND DISCONNECT CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. FURNISHED BY SITE CONTRACTOR �' �� PUMP #1 PUMPS DISCHARGE LINES WYE TOGETHER IN PUMP 5. ALL ELECTRICAL PANELS LOCATED IN SHED IN NEMA4 BOX, ALARM ON SEPARATE CIRCUIT, LIGHT TO OUTSIDE. CONNECTIONS BY E.C. PUMP #2 BRACE U0 PVC PIPE CHAMBER. PROVIDE BALL MYERS PUMPS TO BE WYED TOGETHER AFTER CHECK VALVES, 3/8" WEEP HOLES, PUMPS TO ALTERNATE. (OR APPROVED EQUAL PUMPS) PUMP INSIDE PUMP CHAMBER AS REQ. VALVES OVER CHECK VALVES C� SO A CHECK VALVE CAN BE 6. ALL PUMPS SHALL HAVE ELECTRICAL SHUT OFF SWITCH VISIBLE FROM CHAMBER PER CODE. NOTES 1. DATUM IS NAVD88 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-29- 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. 8. 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 THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. 12. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. 13. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 14. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED, COMPACTED FILL TO BE INSTALLED IN CONSULTATION WITH OWNERS ENGINEER, REMOVE REMOVE ALL OLD COMPONENTS PER T5 CODE. 15. SYSTEM SHALL BE OPERATED AND INSPECTED IN ACCORDANCE WITH TITLE 5 GUIDELINES FOR LARGE PUMP SYSTEMS, (310 CMR 15.254- EVERY 3 MONTHS,) SEPTIC TANK EFFLUENT FILTER TO BE CLEANED PER MANUFACTURERS GUIDELINES. ®O ®O REMOVED FOR REPAIR WHILE OTHER PUMP OPERATES. 3/8" WEEP HOLES OVER CHECK VALVES. INSPECTIONS. THRLENOTIOCCOINSPECTIONS 24 E R�QUIIREDE ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO OR EQUAL COVER SHALL HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING THE SEPTIC SYSTEM INSTALLATION SHALL REQUIRE THE FOLLOWING INSPECTIONS: PLAN VIEW AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE 1. INSPECTION OF UNSUITABLE MATERIAL REMOVAL AND SAND REPLACEMENT A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK 2. VERIFICATION OF SOIL CONDITIONS AND/OR GROUNDWATER ELEVATION THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM. BY 3. VERIFICATION OF CESSPOOL/LEACH PIT REMOVAL OR ABANDONMENT RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. SITE 4. INSPECTION OF CONTAINMENT WALL OR FLOW BARRIER INSTALLATION (IF ANY) TO LEACHING SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. 5. INSPECTION OF THE 3 4 - 1 1 2 INCH STONE PRIOR TO PLACEMENT / / 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 6. FINAL INSPECTION OF ALL COMPONENTS PRIOR BACKFILLING STAINLESS STEEL 4"SCH40 PVC PRESSURE PIPE PITCH BACK 0.005 FT/FT. NO LOW PTS. PUMP RAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE. WRAP REBAR CONTINUOUS AROUND HATCH FRAME TO RESIST LATERAL LOADS FROM ER 7. FINAL GRADING INSPECTION, INSPECTION OF IMPERVIOUS BARRIER (IF ANY) LIFTING CHAINS 8. INSPECTION OF THE START-UP OF INNOVATIVE/ALTERNATIVE TECHNOLOGY (IF ANY) GALVANIZED CHAINS WILL BE ALUMINUM HATCH 40" X 30" TRAFFIC OVER HATCH. WITH VENDOR REPRESENTATIVE REJECTED BY OWNERS ENGINEER. BILCO H-20 OR EQUAL 9. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. SET IN PRECAST REINFORCED CONCRETE RISER WITH (4) #4'S CONTINUOUS AROUND MIN. 10. ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. 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 38.5 FLOAT SWITCH SETTINGS: ALARM ONy PUMP ON 6" 8" WORKING 8> RANGE 34.0 TANK PUMP OFF 25" AREA RESERVE 2986+ GAL LI 5000 GAL P/C o- o- o- o- DUPLEX EFFLUENT PUMPS ,/ 6" CRUSHED STONE OR MEECCHANICALPROPOSED 5000 GAL. P/C COMPACTION. (15.221 [2]) H-20 LOW PROFILE PUMP SEO 0`IER � M PR 0 ORpJN O E MAN, \N 13015 RP F SCN40 PRESJSLAB SURE �l PRE GR�55\NG 0 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. PITCH .005 MIN. 4"OSCH40 PVC 125' 11. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING THE SAS FIELD. ALL SYSTEM COMPONENTS SHALL BE 12. CERTIFIED AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE MARKED WITH MAGNETIC TAPE OR OWNERS ENGINEER. 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 VENT TOP FABRIC EL. 43.5 RUN JUST OVER FIELD 4" SCH40 PVC CLEAN OUTS SEE DETAILS UNDER DOFA RIC \ LEACHING FACILITY ili rn 4" MANIFOLD H INVERT OF 2.0" LATERALS LEVEL AT EL. 43.3' 41.Ot PITCH TO DRAIN BACK TO P/C BOTTOM STONE EL. 42.8 NOTE: SOIL REMOVAL REQUIRED V 1 NOTE: SOIL REMOVAL REQUIRED NOTIFY ENGINEER FOR INSPECTIONS NOTIFY ENGINEER FOR INSPECTIONS SEE LIST OF REQUIRED INSPECTIONS GROUNDWATER EL. 36.2 PERCHED WATER DETAIL SHEET 1 TO ACCOMPANY SITE PLAN OF 125-133 ROUTE 6A YARMOUTHPORT, MA PREPARED FOR UROLOGY ASSOCIATES OF CAPE COD, P.C. off 508-362-4541 fax 508-362-9880 downcape.com clown cope engin�e�ing, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE DATE: 6-22-2021 REVISED: 8-17-21 (SPR COMMENTS) REVISED: 1 1-24-2021 (ADD'L COMMENTS) ID 1110"'A DANIEL A. OJALA, P.E., P.L.S. PERMIT SET, NOT FOR CONSTRUCTION C 401 DCE ## > 8-890 TEST HOLE LOGS ENGINEER: DANIEL OJALA PE PLS SE DATE: 11 /7/21 PERC. RATE _ < 2 MIN/INCH CLASS 1 SOILS D2 ELEV. E-D-371 ELEV. Opt 44.5' Opp 43.3' A LS FI LL 8" 1 1 18" B LS 1OYR 7/6 38" 41.3' C PERC TEST MEDIUM < 2 MIN/INC SAND 6"IN 8 MIN. PERC AT 50" 2.5Y 7/4 B LS 48pp 1OYR 7/39.3 6 , Er NO m 3" CALIPER PARKING/BUFFER TREE WHITE PEAR OR APPROVED EQUAL a REINFORCED NEW BLACK RUBBER HOSE (1/2" ID) DOUBLE STRAND 12 GA GALV ANNEALED TWISTED WIRE �1 TREE WRAP. LAP ENDS DOWN II C NOTE: DIAG. WIRE ANCHORS �1 DO NOT STAPLE WITHOUT STAKES NOT 3 STAKES EQUALLY SPACED ALLOWED. 1 AROUND TREE 2 1/2"x2 1/2"x10' SPACED 1'-0" FROM TRUNK, M/C S \1� II STAINED DARK BROWN. STAKES DRIVEN AT ANGLE AND PULLED VERTICAL WITH WIRE 1� II MIN 4'-0" BURIED 2.5Y 7/4 V-4" \1 I MIN 3" DEEP SAUCER V/A" - ." 4 1/2" SECTION A- A Le BARON LF248-2 OR EQ. MINIMUM FRAME WEIGHT: 4-FLANGE - 295 LBS. r MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. FRAME AND GRATE 1" = 1'- 0" 2'-10" MIN WATER 106" 3" DEPTH SHREDDED BARK MULCH 26" 35.67' >P . •• ; ," *REMOVE BURLAP FROM TOP L 108 35.5 90 35.8� ?� HALF OF ROOTBALL i ~•t•' \- COMPACTED SUB -GRADE GROUNDWATER AT EL. 35.67' NO GW FND M I SOIL MIX (PERCHED) ROCKY AT 90" DRAIN �z NZ u 12" 12" MIN MIN ' MANUF. Le BARON, BROCKTON, MA (2) 1 "0 VENT HOLES MODEL: LK 110 WEIGHT: 475 LBS SEPTIC CALCULATIONS: TREE PLANTING D E TA I L TYPICAL ACCESS COVER NOTE: NO GARBAGE GRINDERS ALLOWED. *PLANT TREE AT ITS ORIGINAL SOIL DEPTH PER ROOT BALL FLARE, FIELD ADJUST AS REQ. SCALE: 3/4" = 1'-0" 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 GP OFFICE SPACE 1330 SF X 75 GPD/1000 SF = 100 GP 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. 12" ao HANDICAPPED PARKING SPECIAL PLATE REQUIRED UNAUTHORIZED BEREMOVED ALES DOUBLE SIDED OWNER'S EXPANSE WHERE REQ. VAN ACCESSIBLE SIGN TOP 7' ABOVE GRADE, H.D. GALVANIZED STEEL POLE T T A I A 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 1/2" EXP JOINT WHEN ADJACENT FILLER CUT BACK 1/2", W/ 1/2" DIA x12" LONG MASS DPW 2' X 2' GRATE �� TO CONC STRUCTURE OR BLDG SMOOTH EXP DOWELS AT 2'-0" OC, ONE - TYPE II HALF GREASED Le BARON LF248-2 OR EQ. CONTINUOUS SEALANT SMOOTH TROWEL ALL EDGES NOTE: 6" REVEAL WHERE INDICATED PREMOLDED FILLER -6" WIDE NOTE: TYPICALLY GRANITE CURB- HAUNC G d , 4x4-6/6 WELDED WIRE FABRIC CONTROL JOINT SHOWN FOR REFERENCE ONLY STOP WWF AT EXP JT a q [IFFSMOOTH TROWEL ALL SEALANT 6„ EDGES 6" WIDE oIT/1U 1 % FINE BROOM FINISH / ADJUSTING COURSES AS REQ'D. MORTAR ALL COMPONENTS (TYP.) BINDER COURSE I BED FRAME IN FULL 12" X 12" CONCRETE COLLAR FLUSH WITH BASE COAT ASPHALT 3000 PSI CLASS I MIN. COLLAR DETAIL NOT TO 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-T-� I AREAS (TYP,) 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 BC 2. CONCRETE FOR SIDEWALKS MDPW CEMENT CONCRETE (AIR ENTRAINED 4000 PSI 3/4" IN 1.5" TOPCOAT MASS DPW TYPE II 2.5" BINDER 12" PROCESSED GRAV 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 TUMINOUS PAVEMENT (THICKNESS AFTER COMPACTION) 0 000�000O o0�o�oo 00000�o �o0°0�04 00� 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) NOTE: SHORT RETAINING WALL/RETAINING CURB REQUIRED NEAR BUILDING ENTRANCE, WASHED STONE PAVEMENT CROSS SECTION IN LOW POINT BETWEEN CURB AND BUILDING. ALLOWS D SIDEWALK TO BE ACCESSIBLE INTO BUILDING, PLANTINGS NOT TO SCALE OF WOODY SHRUBS TO PREVENT ACCESS TO LOW AREA. D 6" LOAM AND SEED ANY 8" H-20 F&G RIM LISTED OR MATCH PAVEMENT GRADING DISTURBED AREAS NOT PAVED BED IN CONCRETE UP TO BINDER COAT PAVEMENT NEW 4" CONCRETE SIDEWALK 1.5% CROSS SLOPE MAX. SEE COLLAR DETAIL 4x4-6/6 WELDED WIRE FABRIC VERTICAL GRANITE CURBING 6"X19"x6'-0" SEE PAVEMENT SECTION RIMS LISTED TOP CURB TO MATCH SIDEWALK SEE PAVEMENT SECTION FINISH GRADE VARIES H-20 F&G TO PLAN GRADE 6„ 12" MANIFOLD WITH 12" OUTLETS 6' O.C. TILT COVERS TO MATCH PAVEMENT PITCH BED IN CONCRETE UP TO BINDER COAT PAVEMENT TOW 46.Ot MASS DPW H-20 MANHOLE COVER H-20 HDPE CPP H-20 RISERS FFLR EL. 46.15E #125 p TYPE 11 MORTAR ALL BITUMINOUS PRECAST 24 H-20 12"0 ADS N-12 HDPE ° ° ; 6" REVEAL PAVEMENT NOTE: NAVD88 DATUM RISER INSPECTION PORT DRILL 2 1 "0..'';`` t COMPONENTS DRILL (2) 1 "0 o z 6" PVC , , p ' ° `� x-fi x "�c °°A. 1.5" TOPCOAT (INFILL AREAS REQUIRED AND OVERLAY) SLOPE 1% MIN. () HOLE BRICK ADJUSTING COURSE 6" TOP EL. 1.1' ABOVE INVERT 6"PERF SCH40 TO SAND HOLES COLLECTS AT BOTTOM FIELD PRECAST DONUT MORTAR DOWNSPOUTS ° �o°o°0�0°000 �00°O°� o 0 SEE PLAN VIEW 0 0 0 (TYP.) �0°0°050°0°0�00000�00000 2 o 0 �� ON 12" X 24" " N Q ,a• e �0�0�0�000°O�0 0 03°O°O° ° A'. O°O°O°O°O°O°O°O 12 PERFORATED AND SLOTTED H 20 DS N-12 PIPE 12 0 HDPE o n n n o 0 0 0 0 0 0 CAP END IF NOT MANIFOLDED � ELBOW OR 6" COMPACTED >00000000000000 „ p C.B. TRAP e AA O o 0 0 0 0 0 0 1.5 DBL WASHED STONE UNDERNE TH AND ALL BETWEEN REMOVE EQUIVALENT 12 0 HDPE PIPE p 6"WASHED O GRAVEL M1.03.1 a`.� a• o 0 0 0 0 0 0 INV. EL. LISTED PLAN VIEW <. e o 0 0 0 0 0 0 0 a c �a d add ANY X a s°o°o°o°o°o°o°o° 12" PROCESSED GRAVEL a o a d o a d DISTRIBUTION PIPE ^oo STONE 3/4" #4 REBAR AT 12" O.C. E.W. o 0 0 0 0 0 o MDPW M1.03.1 VIB. ROLLER COMPACTED 0 0 UNSUITABLE 6'-8" X 6' DIA. INV. LISTED ao °` � �� SOIL 6'- 6" X 6' DIA. 44.5t CONTINUOUS 2" CLEAR OF 8" WALL TYP. o ° o ° o ° o ° o ° o ° o ° o (UTILIZE REPROCESSED ASPHALT GRAVEL) o �� o 0 0 a c, a d g a;° oo ° 0 0 0 a o 00 0 ° a Qa d g H-20 1 BENT 1.5"R AS SHOWN a• O O O O O O 0 0 0_0 �o_� o ao 0 0 o0 o ao ENCOUNTERED Qp a o 0 0 0 0 0 0 0 :.. cP.......................:...............: (IF ANY) MAN HOLE H-20 CATCH BASIN ........................... .... ................ , a e e e .a.' a ••. a•. 'a• d 0°0°0°0°0°0°O°O BOTT. EL. 1 BELOW INV. CLEAN SAND ONLY FOR SHOREY OR EQUAL 4 MIN. SUMP a e ° n n UNLESS NOTED OTHERWISE 5' MIN. 4' SUMP MIN. e 1 1/2" MIN. AROUND PLATE BOTTOM ° CEMENT CONCRETE 2000 PSI MIN. BOTTOM LEACHING 6' ABOVE SEASONAL/ WASHED STONE TYP. AND UNDER FLAT TOP STRUCTURE O 12" HEEL 3 o 08000008 0 0 ( ) 6" TOE EL 43.75' 3°0°00°00 0°°° WHERE CURBING SET IN EXISTING PAVEMENT ADJUSTED GROUNDWATER FIELD# 3 6'-6" X 6' DIA. SHOREY SOLID ep ° . e ° 3°0°0°0°0°0°0 000 CUT NEAT LINE 6" FROM CURB LINE AND REMOVE STONE PLATE BOTTOM BASIN H-20 OR EQUAL a ° O O O O O 0 00 0 BINDER, BASE AND STONE. REPLACE 3.3' FIELD #2 12" MANIFOLD WITH 12" OUTLETS 6' 0. C. REPLACE W/ 6'-8" BELOW TOP STRUCTURE e #4 REBAR AT 12" O.C. E.W. TOP �00000000000000°0 WITH CEMENT CONCRETE TO 1.5" BELOW GRADE ADJ.WATER U� CLEAN SAND AA. e o 0 0 0 0 0 0 o APPLY 1.5" ASPHALT TOP COAT TO MATCH FINISH ASPHALT DOWNSPOUTS •° • ° • e •e NOTE: LENSES OF SILT LOAM PERCH WATER ON SITE, PIPED TO ' A. EL 43.08' COMPACTED DRAINAGE 8"X26" FOOTING 6" COMPACTED SUBGRADE OBSERVED WATER LEVELS VARIED, BASEMENT DRY AT EL. 37.6 8" SDR35 PVC PIPE AT 0.75% MIN. GRAVEL M1.03.1 VERTICAL GRANITE CURBING 6"X19"x6'-0" DENNIS POND 1600' SOUTH ELEV. 23 (OUTLET DRAINS TO EAST) DRAINAGE CROSS SECTION COMBINE INTO 12"ADS N-12 AT 0.5% MIN. ACROSS LOT MEAN HIGH WATER SALT MARSH 1300' NORTH ELEV. 4.5 VERTICAL GRANITE CURB & PAVEMENT SECTION RESTAURANT NORTH OF SITE ACROSS 6A HAD NO GROUNDWATER NOT To SCALE FOUND IN TESTHOLES DOWN TO ELEV. 20.0 (DCE JOB#96-018) PER TECHNICAL BULLETIN FRIMPTER METHOD NOT APPLICABLE NOT To SCALE 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. ° a 12" CONCRETE FOOTING 4' HEIGHT OVERALL BEVEL TOP 6" REVEAL HANDICAP SIGN DETAIL. NOT TO SCALE DEEP SUMF MANHOLE OR BASIN 12" ADS N-12 HEADER 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 - --- -- --- - - - - - -- - CTED THICKNESS )MPACTED THICKNESS _ CLEANUP. 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. DRAINAGE LEACHING DETAIL, PLAN VIEW LEACHING FIELD STYLE NOT TO SCALE 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 6' MIN. CEDAR STOCKADE FENCE WITH GATE AROUND DUMPSTER BRISTLE BROOM FINISH 12' X 12' SLAB PITCH 0.5% TO DRAIN 6"x6"-#10 WIRE MESHY 6" CONCRETE SLAB 1" MINIMUM FINISH GRADE 8" GRAVEL BASE 04. ......... COMPACTED SUBGRADE CEMENT CONCRETE DUMPSTER PAD DETAIL SHEET 2 TO ACCOMPANY SITE PLAN OF 125-133 ROUTE 6A YARMOUTHPORT, MA ���PVZH OF,ygSSgc ���P��H OF MgSS9�y PREPARED FOR ono DAAIEL yG� ono DAJIA�AA. �� foff 508-362-4541 ax 508-362-9880 UROLOGY ASSOCIATES OF CAPE COD' P.C. Ij I OJALA N " CIVIL `� downcape.com © No.40980 o No.46502 ��OFEss,O�P� F QFG/STER�'�``�� down cope engineering! inc. DATE: 6-22-2021 qN� SURVE.�O Sip L ��G 1 civil engineers REVISED: 8-17-21 (SPR COMMENTS) �•~ II-2�F-21 land surveyors REVISED: 1 1-24-2021 (ADD'L COMMENTS) DANIEL A. OJALA, P.E., P.L.S. DATE 939 Main Street ( Rte 6A) C 402 YARMOUTHPORT MA 02675 NOT TO SCALE 4000 PSI f� MIN. CONC. ASTM C150 TYPE 1 OR 2 DCE ## > 8-890 - 1 \\ NOTES \ 45.9 +44.0 DRAIN 1. DATUM IS NAVD88 I I _ \\ \ \ 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO I I \ \ I B BE USED FOR LOT LINE STAKING OR ANY OTHER \ \ 6\ PURPOSE. \\ \\ 3. CONTRACTOR -SHALL BE RS2 4SIBLE FOR CALLING \ \ \ MASS COORDS DIGSAFE (1-888-344-7233 0 81 f)-ANp VERIFYING /THE LOCATION OF ALL UNDERGROUND & OVERHEAD NAD83 V / UTILITIES PRIOR TO COMMENCEMENT OF WORK. \ I \ \ J \ \ v - - _ _ A EXISTING PAVED PARKING WITH SUBSURFACE DRAINAGE \ �_ I LOT "A" \ \ +4'k.1 4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE I� - - - - - - J PLAN BOOK 83 PAGE 119 +45.8 / WITH TOWN AND COVER LOCATIONS. EXISTING PAVED PARKING WITH SUBSURFACE DRAINAGE � I \ \ / CAPE COD CO-OPERATIVE BANK INTERIOR LOT LINES DASHED- LOTS TO BE COMBINED / BOOK 701 PAGE 219 I I I 721 \ / INTO NE 2.1 AC. L T. REAR ZONING NOW 81 TAX LOT - BLOCK 121 LOT 87.1 _ / BRIAN J. PUNTON \ / LOT ,.C„ 19 C219810 I I \ +4 +45.9 // // CAPELBOOKAN 83P GE 111 OPERA I EBANK I m 1 \ MAP 112 PCL 57 \ I II 19 #18 CARRIAGE LANE . \ // / +43.5± DRAIN i TAX LOT BLOCK701 Al2 GE 2LOT 87.1 ❑ . \ \ D _ 45 m U B. ONE STORY / FRAME BUILDING iiiiiiiiiiiiii / \ x\//TEEMP/' -x x S 15'35'QO W - - - / / / x a HE CO-OPERATIVE BANK OF, CAPE jOD"// I \ m U X�x�b ///� GENERATOR RETENa'ION ARE\ 2- - - - _S 15 09 40"-W_��,__ / / /� ��� / / / i C . B . AN Er - S 15.09'40 , W _ \ v / �/ c.6.� THD1 � X N 15°0940 E- - i A - 150.75 I PAUL & JILL ANDERSON C3_1 / i A / VDB 5013 PG 31 MAP lt2 PCL 58 I I ~ w v 43.2+ 46 CARRIAGE -LANE �� NC� ALONG ® 27.> 16.3p I \ \ \ I I I m \\ 25' BUILDING SETBACK LINE NMMLJ +43. �L CONCRETE + RAIF�T WASHOUT AREA CLINED� N � \ \\ \ wI I� \ / I o�� CONC. I - - 0 / w m / \� EXISTING DRAINAGE- T� RE UTILIZED ° / - - - - - - _ I w- // \ i 4 UNTIL NEW `DRAINAGE INSTALLED _ _ - - - i 0 / /a� o�d. - a� - -- - °v 43.5' w 64.0' w I Q 1.0 r ��I �/ I I I �,I I I I I I �\ a I\ r ❑A.C. ? I 43.46 Q \ I \� \ 0- wIn O \� �6� I A a BUILDING o 46.17 wA _ I No.125 / LK sq.ft. ELF / TIN R F DRAIN O RE UTIT LIZED CD1 / ,S 00 \ \ - I BUILDING 41.67 ASPHALT PARKING UNTIE \NEW DRAINAGE CONNECTED 31 LNDG I I IGN + 1�� CD II I DEMOvAFTER NEW DRAINS ONLINE / I I \ I I I I I \ I uzo +43II I5 25' -LDINGCATTJ F I �46 \ - _ \ I I � 64.3' N 43.2' W rn I O ROOF I cv N a S 13°47'30" W - 165.00' - - - - - - _ a/N� \\ +44.5 CURB 0 m / \ N 13'47'30" E S 1°��' '� W 53. 1' \ / WOOD TIMBERS CURB \ a / \ - N 1 °00'30" E M 41.06' _ I M M M M M \ - MAP 122 PCL 1 \SQ _ \ S 14'OGO�30" W \ N 02°4040(EH2 / - - - -��-M� 3 Ids- - M - M M 5 0 \ \ GLENN & MONETTE KNAPIK-TR` - \\ C.B. FND I "� O_�� / / M M M -------- 1--- \ _DB,_30464 PG 95 - _ #19 N SANDYSIDL�LANE I THD3 \ o \z - V A o/ $ Q- \ 9L ELECTRIC-M€TER \Q CONCRETE\MONUMENTFOUND I \ \i I�---I �/ PSPN IRON ROD W RET- _UN6. CONC CATCH BASIN HANDICAP PARKNGLff \\\�o� X p 6N w �(*a) 3 ILI V Q MANHOLE 15 PARKING COUNT \ cal � SIGN COD,o _ � tVERHEAD ELECTRIC LIES I I \ � ' TH14 TI \\T oN cn AV A 0' UTILITY POLE 00 TH1 �STONEWALLA BEARING DIRECTION \ \ O WOOD STOCKA7E - J® \ N\E \ FENCE 1 L GUY WIRE \ / \ \ (N.T.S) NOT T SCALE I I \ 00 BOLLARD II I \ \ � Y / 9 v / 36.2' ..:' .. DECORATIVE STO E WALL I \ $ WATER VALVE I I AL0N V ION LINE EASTS / 0, FRAME BUOI LDING 0- N \ SIGN C.. .-.. %I v I I �' d #133 618 sq.ft. rn BUILDING �ROPERTY LINE j ) STREET LINE I I I z 18 g GIFT SHOP" �p� \ �y / / X IGHT POLE I I EXISTIV I T L�tJ- \ \ / pQ \ CONC. 4�7.4' \ y -4, O �\ X-Il. POINT OF GINNING A I N I DRA A IN \ LLED _ tea O UNTIL NEW l / \ (M) EASURED CALL / : I \ �- / \ / A.C. AIR CON1]ITIONER / / (R)/ RECORD CAL I I O I \ fTl / H 2 / / \ El H.=12.0'- BUILD NITIG HEIGHT / / / ` \ I \ / / / I a SIGN X - I y - - _ - / IRRIG. \, Q +45.5 BOX \ / C.B. F N D \ X �� �5� / „ ��V.. xX(-T� 29� - - X / \ \ / I S 13°04 W(M) 300.2_7'�r) MAP 122 PCL 1 V \ GLENN & MONETTE KNAPIK,--- ___- ---------- DB 30464 PG 95iii= _- _ -- - - - _ - - -- -- - 1 % 9.87' ­77'� \ _ I V _ EDGE OF PAVEMENT EDGE OF PAV MENT `� �s \I �`�\ \I NORTH I SANDYS/DE Ly4NE DANDY SI NOW OR FORMERLY DE HOMEOWNERS ASSOC. INC. ' 40WIDE PRIVATE RIGHT OF WAY / \ BOOK 12610 PAGE 162 EDGE OF�PAVEMENT SPHALT 16'± WIDE J TAX MAP 122 PCL 11 /------- 19\�, �\ \ _ _ \ I DICE # > 8-890 l -- -- -- -- 42- -- - - - - - - \ 236.01' \ \ \ � I I J Jy STAKED STRAW BALE WERE SPECIFIED TOWARD SITE EXCAVATION 1.5" X 1.5" X 36" WOOD Pnl-,T 6' MAX. C.C. n MIRIFI SILT FENCE OR E rl-) ff UR O - -3: 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 r 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 25%, 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 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 UTILIZING SILT SACKS OR EQUIVALENT DURING CONSTRUCTION. EROS11ON SEUMENTATlllON CONTROL PLAN YD ��,V- ,, H,v DANIEL A. OJALA No.40980 ��OFESS\o�/ OF SUR� DATE DANIEL A. OJALA, P.E., P.L.S. PERMIT SET- NOT FOR CONSTRUCTION off 508-362-4541 I fax 508-362-9880 downcape.com 1OWN cape enginee ing, iac. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675