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Home My WebLink About2936 Complete Plans - FULL SIZEQO �O P�0 "o p/ Top of Mass Highway Bound Mass. Coord. System: O� \ N: 2720930.68 / E: / VD88 atu NAD Datum: / EL=58.4.4± eke 4z odea , Back of Berm s4 a� a � Paved — e / ROUTE 6A E geo s Drive Q2 (STATE HIGH Y- 40 FEET WIDE) _ \ av ment Back of Berm / — Ede Pavement — _ 6ND/ / / r Back — Q — 7 / / J// , / / of B� F � — — _ _ � _ / / — � ND �� aved a40 58 t Pulloff 60 m q 0 V) 03 r\ LOT 2 / AREA = 666,507 SF± g6 1 I I RouldK_ — \ nw � I I - Q2c Bo Ider \ I / I I I / TOWN OF YARMOUTH- 20' W IDE WATER S E — R EASEMENT — - - � ELECTRICAL E 180' wigSEMEIVT E 1352° het — 1p0 io�e 39a pd IN, IN / ♦ / (Per ge �fG15 DEP Wetlands Layer) ` - - - o — 10 — 200.21' 0 50 100 150 SCALE 1" = 50' G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\EXISTING CONDITIONS PLAN.dwg q2 I I I I I I LO 00 N IW MHB, FIND Top of Concrete Bound Mass. Coord. System: N: 2720127.39 E: 1007783.51 NAVD88 Datum: EL=29.1± nXAinirn rnr nrrnnn. ROMAN CATHOLIC BISHOP OF FALL RIVER c/o ST PIUS X PARISH 450 HIGHLAND AVENUE FALL RIVER, MA 02720 nrrrnrnirlrc. DEED BOOK 2776 PAGE 322 PLAN BOOK 326 PAGE 22 ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8 ASSESSORS' MAP 125 PARCEL 39 #2 KENCOMSETT CIRCLE MERCADO FAMILY 2015 IRREVOCABLE TRUST DEED BOOK 32139 PAGE 164 ASSESSORS' MAP 125 PARCEL 40 #10 KENCOMSETT CIRCLE N/F DENISE CRAPO DEED BOOK 26400 PAGE 282 ASSESSORS' MAP 125 PARCEL 41 #16 KENCOMSETT CIRCLE N/F CHRISTOPHER COURT DEED BOOK 21144 PAGE 151 ASSESSORS' MAP 125 PARCEL 42 #22 KENCOMSETT CIRCLE N/F HUDSON LIVING TRUST JOHN F. & MEREDITH A. HUDSON, TRUSTEES DEED BOOK 32500 PAGE 318 ASSESSORS' MAP 125 PARCEL 43 #26 KENCOMSETT CIRCLE N/F THOMAS M. & MICHAEL ORTON DEED BOOK 21974 PAGE 6 ASSESSORS' MAP 125 PARCEL 44 #30 CLINTON DRIVE _ N/F NANCY K. DEMPSEY DEED BOOK 10609 PAGE 143 ASSESSORS' MAP 125 PARCEL 66 �- - - ROUTE 6Aay) (40 Wide- N 51°44'51" E 351.06' #0 CLINTON DRIVE N/F J. O'LOUGHLIN INC. DEED BOOK 2113 PAGE 230 ASSESSORS' MAP 125 PARCEL 70 DATE APPROVED: DATE SIGNED: MASS HIGHWAY BOUND, FOUND CONCRETE BOUND, FOUND SURVEYORS BOUND, TO BE SET THIS PLAN IS SUBJECT TO A COVENANT AND AGREEMENT FILED WITH THE REGISTRY OF DEEDS. ZONING: OPEN SPACE & CLUSTER NOTES: ZONING DISTRICT: R-40 REQUIREMENTS: LOT AREA: 40,000 SF FRONTAGE: 150 FEET FRONT SETBACK: rn SIDE SETBACK: z A o n O '7 25% v m DEVELOPMENT REQUIREMENTS: LOT AREA: 10,000 SF LOT WIDTH AT BLD'S: 100 FEET FRONTAGE: n FRONT SETBACK: 7Z nXAinirn rnr nrrnnn. ROMAN CATHOLIC BISHOP OF FALL RIVER c/o ST PIUS X PARISH 450 HIGHLAND AVENUE FALL RIVER, MA 02720 nrrrnrnirlrc. DEED BOOK 2776 PAGE 322 PLAN BOOK 326 PAGE 22 ROUTE 6A 1895 S.H.L.O PLAN, SHEET 8 ASSESSORS' MAP 125 PARCEL 39 #2 KENCOMSETT CIRCLE MERCADO FAMILY 2015 IRREVOCABLE TRUST DEED BOOK 32139 PAGE 164 ASSESSORS' MAP 125 PARCEL 40 #10 KENCOMSETT CIRCLE N/F DENISE CRAPO DEED BOOK 26400 PAGE 282 ASSESSORS' MAP 125 PARCEL 41 #16 KENCOMSETT CIRCLE N/F CHRISTOPHER COURT DEED BOOK 21144 PAGE 151 ASSESSORS' MAP 125 PARCEL 42 #22 KENCOMSETT CIRCLE N/F HUDSON LIVING TRUST JOHN F. & MEREDITH A. HUDSON, TRUSTEES DEED BOOK 32500 PAGE 318 ASSESSORS' MAP 125 PARCEL 43 #26 KENCOMSETT CIRCLE N/F THOMAS M. & MICHAEL ORTON DEED BOOK 21974 PAGE 6 ASSESSORS' MAP 125 PARCEL 44 #30 CLINTON DRIVE _ N/F NANCY K. DEMPSEY DEED BOOK 10609 PAGE 143 ASSESSORS' MAP 125 PARCEL 66 �- - - ROUTE 6Aay) (40 Wide- N 51°44'51" E 351.06' #0 CLINTON DRIVE N/F J. O'LOUGHLIN INC. DEED BOOK 2113 PAGE 230 ASSESSORS' MAP 125 PARCEL 70 DATE APPROVED: DATE SIGNED: MASS HIGHWAY BOUND, FOUND CONCRETE BOUND, FOUND SURVEYORS BOUND, TO BE SET THIS PLAN IS SUBJECT TO A COVENANT AND AGREEMENT FILED WITH THE REGISTRY OF DEEDS. ZONING: OPEN SPACE & CLUSTER NOTES: ZONING DISTRICT: R-40 REQUIREMENTS: LOT AREA: 40,000 SF FRONTAGE: 150 FEET FRONT SETBACK: 30 FEET SIDE SETBACK: 20 FEET REAR SETBACK: 20 FEET BUILDING COVERAGE: 25% SINGLE FAMILY CLUSTER DEVELOPMENT REQUIREMENTS: LOT AREA: 10,000 SF LOT WIDTH AT BLD'S: 100 FEET FRONTAGE: 100 FEET (50' IF 100'x100' SHAPE CAN FIT) FRONT SETBACK: 25 FEET SIDE SETBACK: 12 FEET REAR SETBACK: 20 FEET BUILDING COVERAGE: 25% OPEN SPACE: 30% MINIMUM TOTAL LOT AREA: 666,507 SF± AREA UNDER EASEMENT: 120,098 SF± 10% OF EASEMENT AREA: 12,009 SF± TOTAL AREA FOR CLUSTER: AVAILABLE LOT AREA: (666,507- 120,098) + 12,009 558,418 SF± ROAD AREA: 42,606 SF± LOT AREAS (14, TOTAL): 268,271 SF± DRAINAGE EASEMENT AREA (TOTAL): 15,500 SF± TOTAL OF ROAD, EASEMENTS AND LOTS: 326,377 SF± OPEN SPACE PROVIDED: (558,418- 326,377) = 232,041 SF± (232,041 / 558418) X 100% = 41.5%± 41.5%± > 30% MIN CLI A nc vcv. 100' x 100' SHAPE REQUIREMENT S69-3,5,1 sg035100, I CERTIFY THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTRARS OF DEEDS EFFECTIVE JANUARY 1, 1976 AND AMENDED JANUARY 7, 1988. #675 MAIN STREET (ROUTE 6A) N/F LEIGH ANN DEVASTO DEED BOOK 14300 PAGE 275 ASSESSORS' MAP 125 PARCEL 38 / Cl #677 MAIN STREET (ROUTE 6A) N/F WILLIAM E. BARNES III DEED BOOK 19249 PAGE 189 ASSESSORS' MAP 125 PARCEL 38 / C2 #679 MAIN STREET (ROUTE 6A) N/F SCOTT S. & DOROTHY E. BENT DEED BOOK 19249 PAGE 184 ASSESSORS' MAP 125 PARCEL 38 / C3 #183 EILEEN STREET N/F PHILIP C. & LAUREL A. HENDERSON DEED BOOK 24525 PAGE 221 ASSESSORS' MAP 125 PARCEL 85 S 39°13'03" E 7.75' EILEEN STREET (40' Town Way) #8 JARED LANE \ #68 FREEBOARD LANE N/F GREGG M. ALMONTE N/F JAMES & PATRICIA CORBETT FAMILY TRUS DEED BOOK 30888 PAGE 311 JAMES F. & PATRICIA A. CORBETT, TRUSTEES ASSESSORS' MAP 125 PARCEL 78 DEED BOOK 30413 PAGE 61 \ ASSESSORS' MAP 125 PARCEL 80 LOCUS DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD ZONE AS SHOWN ON FEMA FLOOD INSURANCE MAP COMMUNITY PANEL # 25001CO579J EFFECTIVE DATE JULY 16, 2014. LOCUS DOES NOT FALL WITHIN THE NATURAL HERITAGE AND ENDANGERED SPECIES PROGRAM (NHESP) AREAS OF ESTIMATED HABITATS OF RARE SPECIES AND PRIORITY HABITATS OF RARE SPECIES. LOCUS DOES NOT FALL WITHIN THE ZONE II GROUNDWATER RECHARGE PROTECTION AREA. G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A-YARMOUTHPORT\DWG\SUBDIVISION PLAN.dwg #184 EILEEN STREET —N/EC AIG E. & PATRICIA A. HOLMES DEED BOOK 3776 PAGE 17 ASSESSORS' MAP 125 PARCEL 84- #60 FREEBOARD LANE N/F ROBERT DOMBROWSKI DEED BOOK 31616 PAGE 244 AS SSE SOBS-` MA -P 125 PARCEL 81 PRELI M I NARY SU BDIVISION PLAN OF LAND OF THE PROPOSED SINGLE-FAMILY CLUSTER DEVELOPMENT AT LOT 2, ROUTE 6A, YARMOUTHPORT, MA FOR THE DAVENPORT COMPANIES JUNE 18, 2020 0 50 100 150 SCALE 1" = 50' 0 10 20 30 40 50 METRIC SCALE: 1"=15.24 METERS MADE BY J.M. O'REILLY & ASSOCIATES, INC. 1573 MAIN STREET, P.O. BOX 1773 BREWSTER, MASSACHUSETTS 02631 PHONE: 508-896-6601 FAX: 508-896-6602 JMO-8807 ZONING: ZONING DISTRICT: R-40 REQUIREMENTS: 10,000 SF LOT AREA: 40,000 SF FRONTAGE: 150 FEET FRONT SETBACK: 30 FEET SIDE SETBACK: 20 FEET REAR SETBACK: 20 FEET BUILDING COVERAGE: 25% SINGLE FAMILY CLUSTER DEVELOPMENT REQUIREMENTS: LOT AREA: 10,000 SF LOT WIDTH AT BLD'S: 100 FEET FRONTAGE: 100 FEET (50' IF 100'x100' SHAPE CAN FIT) FRONT SETBACK: 25 FEET SIDE SETBACK: 12 FEET REAR SETBACK: 20 FEET BUILDING COVERAGE: 25% OPEN SPACE: 30% MINIMUM a0 n m z �C) 0 0 M 03 v �-A n CLUSTER CALCULATIONS: TOTAL LOT AREA: 666,507 SF± AREA UNDER EASEMENT: 120,098 SF± 10% OF EASEMENT AREA: 12,009 SF± TOTAL AREA FOR CLUSTER: 23,549 SF± AVAILABLE LOT AREA= (666,507- 120,098) + 12,009 21,780 SF± = 558,418 SF± NUMBER OF LOTS ALLOWED: 558,418 / 40,000 = 13.96 - 14 LOTS OPEN SPACE CALCULATIONS: LOT 1 10,076 SF± LOT 2 12,710 SF± LOT 3 22,460 SF± LOT 4 23,549 SF± LOT 5 21,780 SF± LOT 6 28,512 SF± LOT 7 20,330 SF± LOT 8 20,240 SF± LOT 9 12,825 SF± LOT 10 18,474 SF± LOT 11 16,926 SF± LOT 12 17,301 SF± LOT 13 21,755 SF± LOT 14 21,333 SF± TOTAL: 268,271 SF± ROAD AREA: 42,606 SF± DRAINAGE EASEMENT AREA (TOTAL): 15,500 SF± TOTAL OF ROAD, EASEMENTS AND LOTS: 326,377 SF± OPEN SPACE PROVIDED: (558,418- 326,377) = 232,041 SF± (232,041 / 558418) X 100% = 41.5%± > 30% MIN SHAPE KEY: I- 100' x 100' SHAPE REQUIREMENT L I DWELLING FOOTPRINTS (AS SHOWN) =46' x 28' SEWAGE SYSTEM KEY 12. SOIL ABSORPTION BSO � ABSORPTIONON S SYSTEM- 4 BR 0 1500 GALLON SEPTIC TANK 0 00 a� Q� SLOPE AND VEGETATION TO BE CUT BACK IN THIS AREA, AS SHOWN, TO ALLOW FOR INCREASED VEHICLE SITE DISTANCE FROM THE PROPOSED INTERSECTION. SEE VEHICULAR TRAVEL PLAN FOR DETAILS. LOWER DRY WATER QUALITY SWALE ,`O / CONNECTED TO SYSTEM. EX ER Tops. Mass Highway Bound O� \ MANAGEMENT SYSTEM. EXCESS Mass. Coord. System: FLOW CONTINUES TO LEACHING FACILITY. N: 2720930.68 / E: / VD88 Datum: NAD88 Datum: EL=58.4± 56'X 14' STORMWATER STEEL GUARDRAILS / 4 LEACHING FACILITY @ SLOPED AREAS eke 4z Qac s Back of Berm Baerm Q2 �a\(Nf Pavement Back of B� `O' E � 40 W � DRY WATER QUALITY SWALE Z o� so sQ al ROU 1 E Paved \ge 40' Wide- State Highway o E av ss Dave / - meet + 0 1 Mr --- _ 56 PR POSE E O RI 0 60 NU 62 p 64 I aved 5s t Pu//off 60 Dave 58 X /m �1( 1 \M\� LOT 1 Z o I �/ / / / 62 \AREA = 21 753 Gd_-' o w \ / I / �a/ T F�WELLING \ \ k MC I 0 63, + 0 (0_ LO 3 L , LOW \, / �REA = 21,33- � `�\ 0 AREA 1 076 S�� 6 POINT \ x, 3 4\/LOT 12 m X w r O DRY WATER $ / S6 / 1 AREA = 17,301SF± '+ I X I ' QUALITY SWALE Q rac \ I J % 4p X 42\ / ss - 25' O I N *CC X E TPa GI LO �� - LOT 11 z 1 X J ARE, � 1 ,710 SF± 3a %�o \ _Z` AREA = 16,926 SF± L ti 1LUI k m ` co 0 X UPPER DRY WATER QUALITY SWALE DRY WATER �O I CONNECTED TO STORMWATER QUALITY SWALE MANAGEMENT SYSTEM. EXCESS / o I ,r `r �C0 ;Z I FLOW CONTINUES TO LOWER DRY WATER QUALITY SWALE. STEEL GUARDRAILSg6 \ \ oCID�� y ~ g8 0 1 STEEL GUARDRAILS @ SLOPED AREAS 1 TLOT \ \' �j \m \ / m � ,� 6000 @SLOPED AREAS o ARE = 22,460 F± `� 1+ G1 \� 6� ) 6 So �,\ \ ,� LOT �1Q :5 0 x hti AREA = 18,474 SF± o W CIO L T 4 -74-AREA = 23;59 SF± 6 I 56 Y WATER \ I Q \ 58 R \ ° ALITY SWALE 32 LOW TPS CI I n I POINT I / 6 6 p0 9/ _ as O \ I o N A I I Xn \ 11 112 T 825 LL 6F± W zx + i s = TP7 --- / 1 III o i 1 W D 60 L o 2 1 A0 / / V I I I 62 (0 N x L T 5 TSF ��Fl l 1 1 � / C/ I I I DRY WATER 8 \� - /.�- ` +q��.�/l% / /�/ I DRY WATER QUALITY SWALE AREA= 2 0 `` DD, -�I v° \ / ' / X QUALITY SWALE I 52 TP DRY WATER \ \ ✓ 1 / / / \�� 40� / / / / / / /� p I �, o I I QUALITY SWALE \ / / �2 / / / / I n LOT7 sO AREA = 20 30 SF �'�- 2 ,�40 F± x W j /o 7 - I IU2 �I ss\ \ _ -' 6 �' ' J / / / LOT! 6� / \ ��x I �� \ AREA = 28,512 SF± a F 5$ \ \\ \ \ / / / TP6\x \ -0-P FN S PACE / / �43R DWELLING �j I \ \ s° \ \\ AREA = 232,044 SF± / I / �x TOF EL=63.0± I- - E \ �77 56 66 58 as 68 60 - � TOWN OF YARMOUTH- 20 WIDE WATER EASEMENT ' Sa ss s - - - - - - - - - - - - - - - � ELECTRICAL E 180' WIDE 1352° i` IN - 1p0 io�e � - - - - - 1 39D 00 c' � m /e ated Wetland N db (Pe Ma of�IS DEP Wetlands Layer) ` SII, all, LO 00 N IW 200.21' 0 50 100 150 SCALE 1" = 50' G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A -YARMOUTH PORT\DWG\PRELIMINARY SITE PLAN.dwg ICE, FIND Top of Concrete Bound Mass. Coord. System: N: 2720127.39 E: 1007783.51 NAVD88 Datum: EL=29.1± 64 m 56 52 48 ROUTE 6A EDGE OF PAVEMENT E L=43.6± 44 40 36 ROAD PROFILES HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' LOW POINT ELEV = 39.43 LOW POINT STA = 1+31.59 PVI STA = 0+32.21 PVI STA = 1+55.45 PVI ELEV = 42.99 PVI ELEV = 36.23 A.D. = 3.5 A.D. = 15.5 K=3.25 K=10.35 11.39' VC 160.37' VC o Irn co o rl rn O rn PVI STA = 3+21.60 PVI ELEV = 52.84 A.D. = 8.0 K = 6.39 51.10' VC ;o EXISTING CENTERLINE PROPOSED CENTERLINE -0+50 0+00 0+50 64 56 52 48 44 40 36 1+00 1+50 2+00 2+50 3+00 SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-8 A Fine LoamV Sand 10YR3 1 NONE 8-24 B Fine Sandy Loam 10YR7 4 NONE 24-75 C1 I Fine Sand I 10YR7 8 I NONE 75-162 C2 I Medium Sand 10YR6 8 I NONE 5% Cobbles 115-133 C3 u O,D C_n OSI IOV O'I STA 4+5.19- I r _I PERCHED GW 156" NV � Im cnu') ROUTE I mill >ID oIn RIM EL=55.2 + I� ��rnn + m m o'Z oIrn vi w U u iii w V U vi w U u iz m FAITH ROAD I � Z ZIP m &i w V U vi w U u iii di V U m Im mm, I ww co I ww mm Iz I I Lu Lu I70 cn m I I I I I \t oo I I Ln ui _n O z nteC\1ne R°ad` j'M Ce �;ng S�Ope EX�s I� EX�st�ng 2 o 0 y I APPCO;��rna�e I STA5+63.40-I LnI o TWO (2) SOLID D o0O m I N lD o0 I' CATCH BASIN oIrn 2.0°/j RIM EL=58.3 zl� I o l o _,z I I I STA 0+17.59- TWO (�)SO ID I I V) IL + TWO (2) SOLID CATCHIBASINS DI= CATCH BASINS Io RIM EL=43.0 0Ip RIM EL=55.2 Im I I 2 ID m I� I I o n �Im +Irn O z � Z � S IA 3+09.48- TWO (2) SOLID I M I RACLE WAY I m ,z 10 STA 1+31.59- ��o CATCH BASINS z z TWO (2) SOLID I RIM EL=51.3 Iz I� CATCH BASINS �O m 1w I� 2.0j I RIM EL=39.2_U_lo SSS 10 I I I I I Iz I 0 o O IO I I Z C�i� lD I Q �I o� N D1 O H U1 p� N �. O Ol O iz � M m ul ry Ol O al 0)ry (V O ty N N to 11'1 of ul m ry �. Un H r" �. o0 � � I N f ry �. O O � Un O �--I O O � H I N m M m nl m O al m 41 m Ql m O m Ln �i M Ul O r nl � M u d � CF Un lD �D r- lD �0 lD O Ql 1p O x 5-< Ch O II- Ch M M M d Ch Ch Ch ul u't ul ul ul ul ul ul ul �DQc I I I -0+50 0+00 0+50 64 56 52 48 44 40 36 1+00 1+50 2+00 2+50 3+00 64 56 52 48 44 40 -150' -100' -50' 0+00 +50' +100' +150' SOI L TEST LOGS: TEST HOLE 1: EL=37.8± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-8 A Fine LoamV Sand 10YR3 1 NONE 8-24 B Fine Sandy Loam 10YR7 4 NONE 24-75 C1 I Fine Sand I 10YR7 8 I NONE 75-162 C2 I Medium Sand 10YR6 8 I NONE 5% Cobbles 115-133 C3 u O,D C_n 10YR6 6 NONE STA 4+5.19- I r _I PERCHED GW 156" m m � Im TWO (2) SOLID o CATCH BASINS 0ID ROUTE 6A >ID oIn RIM EL=55.2 + I� ��rnn + m m o'Z oIrn w'r,-i CD iz m FAITH ROAD I � Z ZIP m i zi__I m Im �Em Z m z Imm Iz I I70 cn m I I I I I \t oo I I Ln ui _n O z nteC\1ne R°ad` j'M Ce �;ng S�Ope EX�s EX�st�ng 2 o 0 y APPCO;��rna�e I N N W N o0O m I N lD o0 I' 64 56 52 48 44 40 -150' -100' -50' 0+00 +50' +100' +150' SOI L TEST LOGS: TEST HOLE 1: EL=37.8± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-8 A Fine LoamV Sand 10YR3 1 NONE 8-24 B Fine Sandy Loam 10YR7 4 NONE 24-75 C1 I Fine Sand I 10YR7 8 I NONE 75-162 C2 I Medium Sand 10YR6 8 I NONE 5% Cobbles TEST HOLE 2: EL=40.2± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-8 A Fine Loamy Sand 10YR3 1 NONE 8-29 B Fine SandV Loam 10YR7 4 NONE 29-121 C1 I Fine Sand I 10YR6 6 I NONE 121-144 C2 I Coarse Sand 5YR6 8 I NONE TEST HOLE 3: EL=58.0± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-9 A Fine LoamV Sand 10YR3 1 NONE B 9-29 B Fine Loamy Sand 10YR7 4 NONE I Coarse Sand 29-128 C1 I Coarse Sand I 10YR6 6 NONE 10% COBBLES TEST HOLE 4: EL=58.1± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-8 A Fine Loamy Sand 10YR3 1 NONE 8-25 B Fine LoamV Sand 10YR7 6 NONE 25-58 C1 I Coarse Sand I 10YR6 6 I NONE 1 10% COBBLES 58-120 C2 Coarse Sand 10YR7 4 I NONE TEST HOLE 5: EL=47.8± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-10 A Fine Loamy Sand 10YR3 1 NONE 10-18 B Fine LoamV Sand 10YR7 4 NONE 18-122 C1 Coarse Sand 10YR6 6 NONE TEST HOLE 6: EL=62.8± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-8 A Fine LoamV Sand 10YR3 1 NONE 8-26 B Fine Loamy Sand 10YR7 4 NONE 26-65 C1 I Coarse Sand I 10YR6 6 I NONE 1 10% COBBLES 65-115 C2 I Fine Sand 10YR7 3 NONE 115-133 C3 Coarse Sand 10YR6 6 NONE TEST HOLE 7: EL=35.9± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-6 A Fine Loamy Sand 10YR3 1 NONE B 6-24 B Fine LoamV Sand 10YR5 8 NONE Coarse Sand 24-47 C1 L amy Sand I 10YR6 8 I NONE 1 15% COBBLES 47 162 C2 I Medium- Coarse Sand 10YR6 8 NONE 15% COBBLES STA 4+5.19- I r _I PERCHED GW 156" TEST HOLE 8: EL=28.1± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL OTHER MOTTLING 0-6 A Fine Loamy Sand 10YR3 1 NONE 6-27 B Fine Loamy Sand 10YR7 4 NONE 27-96 C1 Coarse Sand 10YR6 6 I NONE 1 10% COBBLES PERCHED GW @ 84" DATE OF TESTING: 5/28/2020 WITNESSED BY: ROBERT REEDY, EIT, J.M. O'REILLY & ASSOCIATES, INC. GROUNDWATER ENCOUNTERED @ 156", EL=O IN TEST HOLE #8 3+50 4+00 4+50 5+00 64 A Y7 Lia 48 44 40 36 Un Ln Un 5+50 6+00 64 56 52 m 44 40 6+50 I I I I I I 2 Cl I I j I D STA 4+5.19- I r _I � Im TWO (2) SOLID o CATCH BASINS 0ID � ID RIM EL=55.2 + I� ��rnn + m o'Z oIrn w'r,-i CD iz m FAITH ROAD I i zi__I Im to Iz I I I I I I \t oo I I Ln ui 4+00 4+50 5+00 5+50 6+00 PAVEMENT SECTION: NOT TO SCALE 3" HIGH BERM -2' � ELECTRIC LINE 6" CATV, TELEPHONE LINES 1" FINISH COVER (ROLLED) 2" BINDER COURSE (ROLLED) 9 1/2" DENSE GRADE CRUSHED STONE BASE ((2) 4 3/4" LIFTS) (MIN) 4" CLEAN SAND (SUB -BASE) ALL ROADWAY FILL SHALL BE CLEAN SAND PLACED IN (MAX) 6" LIFTS AND COMPACTED TO 95% DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST G:\AAJobs\THE DAVENPORT COMPANY -ROUTE 6A -YARMOUTH PORT\DWG\PRELIMINARY SITE PLAN.dwg 3" HIGH BERM 2 - 611 Q`WATER MAIN 64 �:Y17 61.0 0% 48 44 40 951 6+50