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HomeMy WebLinkAbout5240 1121 Route 28 B Site Plan Set 05.26.26OWNER /APPLICANT INFORMATION: HABITAT FOR HUMANITY OF CAPE COD, INC. 411 MAIN STREET, SUITE 6 YARMOUTHPORT, MA 02675 AN lAl MIN rl 19, FTIAR I I' I T W' UA F L I rl Loa FOR ASSESSORS' I D: 50/108.1 YARMOUTH, MASSACHUSETTS o Ua LOCUS ti00 0 �o I N DEX OF DRAWINGS LOCUS MAP SCALE: 1"=500'± SHEET NO. TITLE CO COVER SHEET Cl EXISTING CONDITIONS PLAN C2 LANDSCAPE PLAN C3 SITE PLAN- LAYOUT C4 SITE PLAN- UTILITIES, GRADING C5 DETAILS- ROAD, STORMWATER C6 DETAILS- SEWER C7 VEHICULAR TRAVEL PLAN G:�lWlobs\Hahitat\9489- 1121 Route 28 5. Yarmouth\dwg\9489.ZBA Site Plans.dwg SOIL TEST LOGS: TEST HOLE 1: EL=19.8± ARMOUTH, MA FROM SURFACE (INCHES) HORIZON HORIZON SOIL (USDA) COLOR (MUNSELL) MOTTLING OTHER 0-11 A Fine Loamy Sand 10YR3 2 NONE 11-25 B Loamy Sand 10YR5 8 NONE 25-168 Ci Coarse Sand 10YR6 4 NONE PERC @ 41"• <2 MIN IN TEST HOLE Z: EL=20.0± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOt (MUN0-11 SOIL OTHER A Fine Loam Sand 10YR311-25 B Loam Sand 10YR525-168 Cl Coarse Sand 10YR6 TEST HOLE 3: EL=20.0± DEPTH FROM SURFACE (INCHES) SOIL HORIZON SOIL TEXTURE (USDA) SOIL COLOR (MUNSELL) SOIL MOTTLING OTHER 0-10 A Fine Loamy Sand 10YR3 2 NONE 10-31 B Loam Sand 10YR5 8 NONE 31-120 Cl Coarse Sand 10YR6 4 NONE PERC 41"• <2 MIN IN TEST HOLE 4: EL=19.2± D RFE FROM (INCHES) SOIL STE)RURE (USDA) COLOR (MUNSELL) M IOTTLING OTHER 0-10 A Fine Loamy Sand 10YR3 2 NONE 10-31 B Loamy Sand 10YR5 8 NONE 31-120 Cl Coarse Sand 10YR6 4 NONE DATE OF TESTING: 3/21/2024 PERCOLATION RATE: LESS THAN 2 MIN/INCH IN'C1' LAYER. WITNESSED BY: ROBERT REEDY, P.E., l,M. O'REILLY & ASSOCIATES, INC. BARRY LEWIS, YARMOUTH HEALTH DEPARTMENT NO WATER ENCOUNTERED BENCHMARK CONCRETE BOUND N: 2704759,92 E: 1011316,95 EL: 16.86 (NAD83 & NAVD88 DATUMS) x 21.2 1 h z Paved '.Parking. \ x 18,9 9A e C7 x 2049 \\\ ' 9.7 x 1915 x 16 I 7ryq x 1911 J TH3 Ret•Wa\l 19A _ x /0 too x 2110 LOT 2 l \ \ Area= 43,563 SF± \ x 21,2 \ x 19.2 20,6x \ \ 20.5 X \ x 1846 I x 21,1 \ 20 x 22 8It \ \ x 19.3 l — \ \ \ ( x lA / \ No x 25.2 24Tx 17.3 I9T`fr'��l ix2e\ x23,8 �� I ' x 24A 1 x 23•� x 24,6 / / S L 20 40 SCALE 1"=20' G:�AAlobs\Habitat\9489-1121 Route 2S S. Yarmouth\dwg�9489,ZBA Site Plans.dwg ri7 w LOCUS MAP SCALE: V=10004. o ASSESSORS' MAP 50 PARCEL 108.1 REFERENCES � PLAN BOOK 702 PAGE 27 DEED BOOK 36039 PAGE 224 LEGEND EXISTING CONTOUR xsz3a EXISTING SPOT GRADE UTILITY POLE ® CATCH BASIN x LIGHTPOST tY FIRE HYDRANT ■ CONCRETE BOUND, FOUND TEST HOLE TREE EDGE OF CLEARING Habitat for Humanity of Cape Cod, Inc. 411 Main Street, Suite 6, Yarmouthport, MA 02675 EXISTING CONDITION PLAN 1121B ROUTE 28, S. YARMOUTH, MA d.M. O'REILLY & ASSOCIATES, INC. Professional Engineering & Lend Surveying Services 1573 Main Street - Route BA P.O. Box 1773 (508)098-8801 Office Brewster, MA 02631 (506)898-8802 Fax SCALE: BY: CHECK: JOB NUMBER: 5/26/2026 As Noted RFR 1M0 JMO-9489 PLANTING SPECIFICATIONS SCREENING TREESI COMMON NAME LATIN NAME SIZE GREEN GIANT ARBORVITAE THUM PLICATA 6' TALL EMERALD GREEN ARBORVITAE THUJA OCCIDENTALIS SMARAGD 6' TALL DECIDUOUS TREESI COMMON NAME LATIN NAME SIZE FLOWERING TREESI COMMON NAME LATIN NAME SIZE PLANTINGS-SHRUBSI COMMON NAME LATIN NAME SIZE PLANTINGS -PERENNIALS & GRASSESI COMMON NAME LATIN NAMf SIZE DAYLILLY HEMEROCALIS 1-2 GALLON CATMINT NEPETA 1-2 GALLON PURPLE CONEFLOWER ECHINACEA 1-2 GALLON DIANTHUS DIANTHUS 1-2 GALLON DAISY ASTERACEAE 1-2 GALLON RUDBECKIA RUDBECKIA 1-2 GALLON COREOPSIS COREOPSIS 1-2 GALLON JOE PYE WEED EUTROCHIUM 1-2 GALLON ORNAMENTAL GRASSES N/A 1-2 GALLON LAWNI LAWN AREAS SHALL BE SEEDED WITH A MIX CONSISTING OF ONE PART EACH: OF CAPE COD GRASS SEED MIX, 25 LB OF DUTCH WHITE CLOVER SEED, 3 LB BOTH PRODUCTS TO BE PROCURED FROM CROCKER NURSERY AND MIXED PRIOR TO SPREADING, / CC Q7 ado C� Q &A / (2) Existing Maple \ kQJ\ ' TO BE PRESERVED BENCHMARK CONCRETE BOUND N: 2704759,92 E: 1011316,95 EL: 16.56 (NAD83 & NAVD88 DATUMS) PROPOSED PICKET FENCE (TYPICAL) PROPOSED EVERGREEN TREE (TYPICAL) — TOTAL OF 46 PROPOSED PROPOSED FLOWERING TREE (TYPICAL) TOTAL OF 6 PROPOSED Existing 4" Ash (Poor Cond.) TO BE REMOVED Jaya . )5 (3) PROPOSED 3" NORTHERN RED OAK Q _ n w 14 Existing 24" Oak �I TO BE REMOVED w ^r 1 w F Q �x Existing 2" Russian Olive QO P ' 00 TO BE REMOVED •w w ���v� y5 ��, s\ �� PROPOSED 3" NORTHERN RED OAK w wL-� y��p�O�NOC� v v�2i\ • Existing 3" Cedar ,LOCO TO BE PRESERVED P W PROPOSED 3" NORTHERN RED OAK W L y w W •W W #10 U e Charlie's Path Ty .,. • yt`v� ,/, w III SF±,,, w 1 ak TO BE PRESERVED W W W W E•P � � FV •PAYM W W w •/ \ \ � w W w W W V' W W //� W �V • ` W W W W W w W w W LQT 74e W W ORIV RE W w © \ w w • By $ Uncle Charlie's 9Y E C> w w Area=¢,708,SF± W w y \w w y` .\ OR/Vi4to NV \ T 'ry• J• W W W W W W WO NS 5 m s 5 £ S S w S OPOORN,OwE((/. w w w #5 Uncle Charlie's Path w w j/ T syE Area= 5, 24 SF± / / y, w µ S.... JJ w o`RE��iy* S Sys�s�s s'� '• y �p E SyEO w w W V w w - w 3. ��OO DN•��J �• S w w � S y' By W W W W jOP OF W W W v� w w W oRcN b W • Q' W W w W W W ® V, w W oRNE 'y W w OECK /TOpEO,g00 w > w y ^W FIX W W OFF MOw S NON E< 13 tG s y\/ \ \' �`w_ Flo y \O W \j V V• w� 6 W .D�\v� w • w SHED .Y w w W w w I w W S LO IrV W W w w w W w w •1• V• S W w J• \ �, WF\ W W6,Jncle Charlie's Path W W y L W W W w w L \. `✓\,n rga=4,228S�\ FOP, w SNv yF .L w F'/ . Flo,\\W .L eN .L V. _Vr.V W V ,Y yLbTy 4 3 Uncle Charlie'sSf. . Pa, e Ro N oV�� 2�• y yEs Arei1= 6,�26 SFt too oFF oN. 1 E W J36" d qR w yo w E ��F w •L /' Y W W P d1/G •\' 'L \ yyy��yJ "�L't `I, w W w W W w w w mw� W W _ - W w w W W w W W •� w` W \E\ S w W W W \ W f w W W W W ® w W W W W w LOT 3 W DECK T-REOR w D y w Y y y w #1 Uncle Charlie's Pa W DPOF N N iFIIII NG W w w w Area= 5,49 Sh±w z4s* s w W fXC(USIVf USE ASE t���•w w w w w E MENT(INEw w w PROPOSED SPLIT RAIL FENCE (TYPICAL) PROPOSED 3" RED MAPLE SPLIT RAIL FENCE (TYPICAL) PROPOSED 3" NORTHERN RED OAK PROPOSED 3" RED MAPLE PROPOSED 3" NORTHERN RED OAK 0 20 40 SCALE 1"=20' G:�gAlobs\Habitat\9489-1121 Route 28 S. Yarmouth\dwg\9489.ZBA Slte Plans.dwg YARMOUTH, MA i � LOCUS MAP v}i SCALE: 1"=1000'± d ASSESSORS' MAP 50 PARCEL 108.1 REFERENCES r � PLAN DEED BOOK BOOK 702 36039 PAGE PAGE 27 224 MIIIIIIIIIIIIIIII �� SPLIT RAIL FENCE PICKET FENCE ® EVERGREEN TREE • FLOWERING TREE PLANTINGS LAW N Habitat for Humanity of Cape Cod, Inc. 411 Main Street, Suite 6, Yarmouthport, MA 02675 LANDSCAPE PLAN 1121B ROUTE 28, S. YARMOUTH, MA 6o J.M. O'REILLY & ASSOCIATES, INC. Professional Engineering & Land Surveying Services 1573 Main Street — Route BA P.O. Box 1773 (508)896111 1 Office Brewster, MA 02631 (508)898-8802 Fax DATE: SCALE: BY: CHECK: JOB NUMBER: 5/26/2026 As Noted RFR JMO JMO-9489 BENCHMARK CONCRETE BOUND N:2704759,92 E: 1011316*95 EL: 16.86 (NAD83 & NAVD88 DATUMS) A i Straw '.ecti . i R- F i° S dj �L� SF OVp9 dj Q° O s •a: yam\ 19. O?: / \ �\ <O> �� #10 a Charlie's Path T 5 r =� 273 SF± / P1J P / e yv (aR F. ^(� +0p 104.94' • 1 '+ LOT 7 /� 7 UT RE W r 0 \ ey 8 Uncle Charlie' at, . JI�I E 0 \ e� e Area= 4,708 SF± J� Ret Wa11 ....17.73...... , ` �}5 \ '^ • I w \ E EDECK +�5 1 • \ O N I I R/ € •. ' S . s —�S TOpEDR00 0 LOT 5 7 \ o ° / 5 • m 5 S.ss.7# OPPN � FW 22/ IFS Uncle Charlie's Path 1gS� o ` \ r © syE Area= 5,824 SF± m/ - xs G s s sHFp �* MpYdEVy253 s s 5 \'s 30EDR0FNpN•Et \ + ^• By m 10 pORCN aS b a >' 3-g F • 15 6 /� ' °R�JE • \ { \ DECK TOP oOROOM Q PFNON 00 '. tia s J ® - LO e\�so 6 Uncle Charlie's Path rea= 4,228 SVk sNEO / �,`, `v J BN s \ `\011. LOT 4 JvE�uNS� 5 ,.� &A i e\ r q33 p0 #3 Area= 6h3216 SF±a7rIIoQ op FN N'�� �2 E E _ f� �`% F dytjR \ e P l � P°RCN � b9�` '\. 9f �� �wy� l°gTy. •. d �^ 0 . s .. "� #1 Uncle COT 3e's Pa oF�K TOP 0 FN NowF/// 2d Area=5,94�± ft,z45c ,s o / / Fry EkCLU IVEUSEEgs ME NJOHN EB . M� o ~ / 100,01' 'g B4iltliq ` ZONING: ZONING DISTRICT: B2 DISTRICT REQUIREMENTS: MIN. LOT SIZE; 20,000 SF MIN. LOT FRONTAGE: 125 FEET MIN. FRONT SETBACK: 30 FEET MIN. SIDE SETBACK: 25 FEET MIN. REAR SETBACK: 20 FEET MAX. BUILDING COVERAGE: 25% MAX. SITE COVERAGE*: 70% MAX. BUILDING HEIGHT: 35 FEET (3 STORIES) MAX. SHAPE FACTOR: 22 "PER YFlRMOUTH ZONING BYLAW SECTION 203.5(LJ O'REfLLYr"i � O'REILLY c� CIVIL � � � NO. 46733 N0.3o' ss�=•, Q, ;: �',�•� � 4'0 N Cep _ .. P� 0 20 40 60 SCALE 1"=20' G:�4Alobs\Habitat\9489-1121 Route 28 S. Yarmouth\dwg\9489.ZBA Site Plans.dwg CONSTRUCTION NOTES: GENERAL: 1. CONTRACfORSHALLBE RESPON516LE FOR VERIFYING, LOCATING AND PROTECTING ALL ABOVE AND BELOW GROUND UTILITIES PRIOR TO AND DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT DIG -SAFE, ON -TARGET LOCATING, WATER DEPARTMENT AND ALL OTHER NECESSARY UTILITY COMPANIES FOR THE MARKING OR ALL PUBLIC AND PRIVATE UTILITIES. WATER: 2. ALL WATER WORK SHALL BE IN ACCORDANCE WITH THE YARMOUTH WATER DEPARTMENT WATER MATERIALS AND INSTALLATION STANDARDS, 3. PROPOSED FIRE HYDRANT SHALL INCLUDE AGATE VALVE IN THE CONNECTION TO THE WATER MAIN. 4. PROPOSED 8" DIA. WATER MAIN SHALL MAINTAIN A MINIMUM 5 FEET OF HORIZONTAL SEPARATION FROM ALL DRAINAGE STRUCTURES, 5. CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE TOWN OF YARMOUTH WATER DEPARTMENT REGARDING FINAL WATER MAIN DESIGN, AND METHODS AND MATERIALS FOR THE MODIFICATION OF MUNICIPAL WATER SERVICE, INCLUDING INSPECTION, TESTING AND DISINFECTING REQUIREMENTS, SEWER: 6. A SEWER CONNECTION PERMIT WILL BE REQUIRED PRIOR TO SEWER CONNECTION CONSTRUCTION. 7. SEWER CONNECTION CONSTRUCTION SHALL BE IN CONFORMANCE WITH YARMOUTH BOARD OF WATER AND SEWER COMMISSION ERS' SEWER USE RULES AND REGULATIONS. 8. CONTRACTOR SHALLVERIFY EXISTING SEWER SERVICE STUB AND BUILDING SEWER INVERT ELEVATIONS PRIOR TO THE PLACEMENT OF ANY PIPE OR STRUCTURES, 9. UNLESS OTHERWISE APPROVED, GRAVITY SEWER CONNECTION PIPING SHALL CONSIST OF 6" PVC SDR 35 PIPE. PIPE SHALL BE INSTALLED WITH A MINIMUM SLOPE OF 0.02 FT/FT. 10, NO BACKFILLING OF ANY PIPES, MANHOLES OR SEWER SERVICE CON NECTIONS SHALL TAKE PLACE UNTIL THE INSTALLATION HAS BEEN INSPECTED AND APPROVED BY THE TOWN OF YARMOUTH OR THEIR REPRESENTATIVE. 11. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF THE WATER MAIN PRIORTO CONSTRUCTION OF ANY PORTION OF THE INTERIOR COLLECTION SYSTEM WHICH WILL REQUIRE CROSSING THE WATER MAIN. STORMWATER: 12, ALL WORKMANSHIP PROVIDED SHALL BE IN CONFORMANCE WITH THE TOWN OF YARMOUTH D.P.W. SPECIFICATIONS AND REQUIREMENTS, 13. ALL COMPONENTS SHALL BE SUBJECT TO WHEEL LOADS, UNLESS SPECIFICALLY IDENTIFIED ON THE PLAN DETAILS, 14. ALL ROOF RUNOFF SHALL BE CONTROLLED BY GUTTERS, DOWNSPOUTS AND DRYWELLS. DRYWELL LOCATIONS SHOWN ON PLAN. SEE ROOF RUNOFF AND ROOF LEACHING DETAILS. 15. ALL PAVEMENT (ROADWAY AND DRIVEWAYS) SHALL BE PITCHED SO AS TO DIRECT STORMWATER RUNOFF TOWARD (2) SOLID CATCH BASINS, AS SHOWN ON THE PLAN. CATCH BASINS BOTH OUTLET TO (1) DRAINAGE MANHOLE, DRAINAGE MANHOLE OUTLETS TO A 23' x 35' x 3.0' LEACHING FACILITY, CONSISTING OF (9) H-20500 GALLON LEACHING CHAMBERS SURROUNDED BY STONE, 16, SEE STORMWATER MANAGEMENT REPORT AND STORMWATER OPERATIONS MANUAL FOR COMPLETE STORMWATER SYSTEM SPECIFICATIONS. 17. PROPERTY OWNER SHALL BE RESPONSIBLE FOR IMPLEMENTING THE REQUIREMENTS OF THE STORMWATER OPERATION AND MAINTENANCE MANUAL. PROPERTY OWNER SHALL HIRE A QUALIFIED STORMWATER PROFESSIONAL TO COMPLETE THE ROUTINE INSPECTIONS OF THE LEACHING FACILITIES AND DETERMINE IF ANY MAINTENANCE OF THE LEACHING FACILITIES ARE NEEDED, LIMIT OF WORK: 18, THE LIMIT OF DISTURBANCE FOR THE CONSTRUCTION ACTIVITIES SHALL BE INSTALLED IN THE LOCATION SHOWN ON THE PLAN AND SHALL BE INSTALLED PER THE SPECIFICATIONSSHOWN ON THE LIMIT OF WORK DETAIL, 19, LIMIT OF WORK SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION ACTIVITIES AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETED AND SITE VEGETATION HAS BEEN SUITABLY STABILIZED, 20. CONTRACTOR SHALL HAVE EXTRA STRAW WATTLES ON SITE SO AS TO MITIGATE AND/OR REPAIR THE LIMIT OF WORK LINE AND POTENTIAL SOIL WASHOUT. J� / �,c��`�r • •.erg\t'°gyp ' 's' CLEANOUT (TYPICAL) SEE DETAILS BENCHMARK CONCRETE SOUND N: 2704759,92 E: 1011316,95 EL: lfi.86 (NAD83 & NAVD88 DATUMS) LIMIT OF WORK SEE NOTES AND DETAIL HYDRANT STORM WATER- ROAD (2) SOLID CATCH BASINS- RIM EL=19.5 (BOTH) - (1) MANHOLE -RIM EL=19.7 CONNECTED TO A 30'x24'x4' LEACHING FACILITY SEE STORMWATER NOTES & DETAILS STORMWATER- ROOF (TYPICAL) (1) 4'x4' LEACH CHAMBER WITH 1.5' OF STONEAROUND FOR EACH DWELLING SEE STORMWATER NOTES & DETAILS SLEEVE SEWER PIPES W ITHIN 10' OF 1l WATER MAIN USING 8"SDR 35 PVC ' ��.e SEE DETAIL .,� EXISTING 8" DIA. SEWER STUB TO MAIN INV 9.0± / SM'1) ORMT 170 INVI0910 N , IVUT9.00N 6 -,� CLEANOUTAND DROP INLET @ WYE CONNECTION + `I I I d W��SEE DETAILS / + L=18 FT S=0.02 FT/FT r r \'CP 18 �s xo • ti NE-9 ELECTRIC BOX (TYPICAL) O �ry05� �`t' `�yj, \m TRANSFORMER PAD (TYPICAL) �, / \•� °Q, OHO ' �6y\ \ • M1208 PULL BOX (TYPICAL) SMH 03 (460) RIM 19.8f C INV IN 13.40 `O� QpR4 L 6 s INV OUT 13.30 #10 U e Charlie's Path T x 5 rea= 6,273 SF± vJ LU11>, #5 Uncle Charlif Area= 5,824 3-B�OFF FN N ��125i tOp O 1 TH4 �. m ..ri FUTURE r O \ DRIVE �O TH3 0 TH2 \ O � TH S \ . C) PORCN S LOT 4 DvvE���NS� 5 #3 Area 6Charlie' s 6 Pa h Z o 1\ 1 1/ 1 � I / � S�'Ha E � E E I / � i 23 I LOT 3- #1Uncle Charlie's Pa /Area = 5,949 SF± E_ BUILDING SEWER ELEVATION SCHEDULE BUILDING SEWER EXIT INVERT EL A 19,30 B 17.00 C _ 18.00 D 17,00. E 17.00 1 .00 RIM 20.2± INV IN 14.60 INV IN 14.60 INV OUT 14.50 CLEANOUTS @ WYECONNECTIONS SEE DETAILS sy 8 Uncle Ch�a�lie'�at Area= 4,708 SF± F` F BECK J+ (E FNDN 4 tG 5 Ham_ \SyFD .S DECk F Charlie's 4,228 SP pgTy UMIT OF WORK SEE NOTESAND DETAIL WATER SERVICE (TYPICAL) SMH Ol (410) RIM 19.7± INV IN 15.70 INV IN 15.70 INV OUT 15.60 UNDERGROUND ELECTRIC SERVICES FOR NEW DWELLINGS (2) 4" ENCASED CONDUIT LINES / SLEEVESEWER PIPE WITHIN 10' OF WATER MAIN USING 8" SDR 35 PVC / SEE DETAIL WATER MAIN-8" DUCTILE IRON n 20 40 SCALE 1"=20' m G:\AAlobs\Habitat\9489-1121 Route 28 S. Yarmouth\dwg\9489.ZBA Site Plans.dwg 30 25 20 15 10 PVI STA = 0+93,06 PVI ELEV =19.26 A.D. = 7.5 K = 8.8 6618'VC Li moo m^� 0Nj "'1."!I dVI ON mmj ai ajI PVI STA = 2+0930 PVI ELEV = 21.00 A.D. = 3.0 K =19.8 59,34' VC j jm �• aim • m I+o vi ;Ci .11 N i�ul I)%j PVI STA = 0+93,06 PVI STA = 0+31,01 PVI ELEV =19.26 PVI ELEV = 22.98 A.D.=7S A.D.=4.0 K = 8.8 K = 8.0 66,28' VC 31.84' VC L9mlpol jam ONj ONI I O N I mml I Imm START OF PAVEMENT @ EDGE OF WOOD ROAD EL=23.60 30 I I I I EX I ING GRADE ROAD CENTERUI I IE I ' I I I I I I I I ( PROPOSD ROAD CENTERILINE I I I I I I I I I I I I I I I I j j I ( I I I I I I I I I I I I 1 I oro — I I I I I I I I I I I I/ j ro I 1.5°h ,S I — 77 I TWO (2) SOLID �I "' UL- E-SA CATCH BASINS @LOW POINT d I I I RIM EL=19,50 I wl o� 0 ao o� Zmn U� Zm O^ ��ptpD. l.,m OI� 51+Ci OQc O N w 1+00 1+50 2+00 2+00 1+50 1+00 0+50 W z J W 0 1 2'(MIN.) I I $SHOULDER ROAD PROFILE HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' ROAD PLAN SCALE: 1"=40' ROADWAY PAVEMENT SECTION NOT TO SCALE —36' — (RIGHT OF WAY) I� 10' 10' —� 12" PAVED BERM -1 12" 1/4" PER FOOT PITCH 1/4" PER FOOT PITC 8' SHOULDER Jo \N 1 S14 5MINIMUM ,. .6 r .I _ - :.6"' SEPARATION FROM ALL �( �` DRAINAGE STRUCTURES ��- 3-6' 8" WATER MAIN 1.5" FINISH COVER (ROLLED) 2.5" BINDER COURSE (ROLLED) 91/2" 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 z _I W 0 AlMlul " TOPSOIL 0311 CABLE/ELECTRIC LINES 25 as]] 15 10 EXISTING PAVEMENT - WOOD ROAD 24" Dlam. Cast Iron Frame and Grates Raised to Grade USE E11W LF248-2 OR EQUAL ROAD STORMWATER SYSTEM - PROFILE 24' Diam. Cast Iran Frame and Covers Raised to Grade USE EJIW LK 110A OR EQUAL in 4' rri 12" DIAM. HDPE @ 1% (2) Solid 4' Dia. Catch Basins USE H-20 AS MANUFACTURED BY SHOREY OR EQUAL NOT TO SCALE PIPE CONNECTION TO OTHER CATCH BASIN RIM 19.50 — INV OUT 14,30 12" DIAM, HOPE 1% MIN, PITCH PAVEMENT GRASS 12" DIAM. HDPE @ 1% PITCH 7. 4' (1) Solid 4' Dia. Manhole USE H-20 AS MANUFACTURED BY SHOREY OR EQUAL _ _ FILTER FABRIC 3/4"-1-1/2" NATIVE STONE in v 30' x 24' x 4' Leaching Facility (6) Pits surrounded by stone see Road Leaching Facility Layout detail (6) 600 Gallon Leaching Pits (6'x4') USE H-20 AS MANUFACTURED BY SHOREY OR EQUAL ROOF STORMWATER SYSTEM - PROFILE (TYPICAL NOT TO SCALE ROAD STORMWATER SYSTEM - 000000 LEACHING FACILITY LAYOUT SCALE: 1"=10' ROOF STORMWATER SYSTEM - LEACHING FACILITY LAYOUT (TYPICAL SCALE: 1"=10' PROPOSED DOWNSPOUT ----- - (SEE ARCHITECTURAL PLANS 7 FOR DETAILS AND LOCATIONS) �4 ADS DOWNSPOUT ADAPTER I— 4- 1.5IFI I FINISH GRADE � L- — — -� PROPOSED 4" PVC LIMIT OF WORK DETAIL NOT TO SCALE FILL MAX, 3" HEIGHT FLOW DIRECTION 2" x 2" WOODEN STAKES, SPACED 10'APART ON -CENTER DIA, STRAW WATTLE 1.) EROSION CONTROL BARRIER SHALL BE MADE UP OF A 9" DIAMETER STRAW WATTLE INSTALLED PERTHE MANUFACTURERS SPECIFICATIONS. 2•) CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING EROSION/ RUNOFF DURING CONSTRUCTION, 3.) EROSION CONTROL BARRIER SHALL BE INSTALLED PRIOR TO START OF ANY CONSTRUCTION WORK, JOHN M. O'REILLY CIVIL 7' x 7x 4' Leaching Facility (1) Leach Chamber surrounded by 15 of stone (Typical) G:\AA]obs\Habitat\9489-1121 Route 28 S. Yarmouth\dwg\9489.ZBA Site Plans.dwg CLEAN -OUT DETAILS SEWER SERVICE CONNECTION TYPICAL PRECAST CONCRETE SEWER MANHOLE 6" THICK 3000 PSI CONC, PAD RING, 12" WIDE, TYR COMPACTED CRUSHEDSTONE 3/4" MAX. STONE SIZE FINISH GRADE SERVICE CLEANOUT NOTES: 1, SERVICE CLEAN -OUTS) TO BE INSTALLED AS SHOWN ON PLANS, 2. FRAME AND COVER TO BE H2O CAST IRON AND INSTALLED FLUSH IN TRAFFIC AREAS AND SIDEWALKS, WITHIN 4" OF FINISH GRADE IN NOWTRAFFIC AREAS, NOT TO SCALE 6" THI0 PAD RIN( 3/4" MAX.: CLEANOUT MATERIALSi OFRAME AND COVER SEE NOTE 2 O PVC ADAPTERS AS REQUIRED O 6" DIA. PVC WYE FITTING O 6" DIA. PVC 45" ELBOW 6" WYE CONNECTION WITH 6" DIA• SEWER (C) INV 15,10 SEE SEWER SERVICE CONNECTION DETAIL 25 CLEANOUT fill TO 4" ECCENTRIC REDUCER SEE DETAILS 20 4" DIA, PVC BUILDING SEWER (A) 15 INV 1930 8" SDR 35 PVC SLEEVE AT WATER /SEWER CROSSING SEE DETAIL 10 6" DIA. SEWER (B) INV IN 15.70 12" DIA. DRAINAGE PIPE INV 14,30 @ CROSSING 5 4" FLEXIBLE COUPLING 6" DIA. SDR 35 PVC FERNCO OR APPROVED EQUAL A V MIN.LENGTH A 0 4" DIA. PVC S BUILDING SEWER 6" TO 4" PVC ECCENTRIC 6" DIA. SDR 35 PVC 6 DIA, SDR 35 PVC REDUCER COUPLING 45" SWEEP OR ROTATE AS REQUIRED 6" DIA, SDR 35 PVC WYE ALIGN AND ROTATE AS NEEDED 'VC PLAN DROP INLET WITH CLEANOUT 6" WYE CONNECTION WITH 6" DIA. SEWER (D) 15900 PROPOSED GRADE INV SEESEWER SERVICE CONNECTION DETAIL QII o — �� 0 plhZ0 o = 2 zz --� � 2p - 53 F „ • Do w I}Z 'SSA W I o/q. I � JUL o =1 0 ¢ o 00 ,n m �^ O i,jZz r4 d Z Z M Z O R z z z z z z z z z Ln 2I2 V) 0+00 0+50 1+00 1+50 2+00 2+50 6"DIA, SEWER (E) SEWER PROFILE- (MAIN) (A) INV IN 14,60 HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' (2) CLEANOUTS 25 6" TO 4" ECCENTRIC REDUCER SEE DETAILS 20 4" DIA. PVC BUILDING SEWER (C) 15 INV 18.00 69LF- 6" DIA. @ 4.00% 8" SDR 35 PVC SLEEVE AT� WATER/SEWER CROSSING 10 SEE DETAIL 10 12" DIA. DRAINAGE PIPE—/ INV 14.20 @ CROSSING 6" WYE CONNECTION WITH 5 6" DIA. SEWER (MAIN) INV 15.1± WER SERVICE CONNECTION DETAIL C 6 FPROPOSED GRADE 0+00 0150 SEWER PROFILE- (C) HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' 25 20 15 10 5 25 10 5 0+50 01-00 SEWER PROFILE- (D) HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' 25 NOT TO SCALE 6" DIA. SDR 35 PVC 45" SWEEP OR ROTATE AS REQUIRED 6" DIA, SDR 35 PVC WYE ALIGN AND ROTATE AS NEEDED 6" DIA. SDR 35 PVC--� (2) CLEANOUTS 25 6" TO 4" ECCENTRIC REDUCER 20 SEE DETAILS 20 6" WYE CONNECTION WITH 6" DIA. SEWER (F) INV 10.10 SEE SEWER SERVICE CONNECTION DETAIL 4" DIA. PVC BUILDING SEWER (A) 15 INV 17.00 15 41LF� EXISTING 8" DIA, 6" DIA• �— SEWER STUB TO MAIN @ 3.00% INV 9.00± 10 wo 8"SDR 35 PVC SLEEVE AT WATER / SEWER CROSSING SEE DETAIL 5 BUILDING SEWER ELEVATION SCHEDULE BUILDING SEWER EXIT INVERT EL A 19.30 B _ 17.00 C 18.00 D 17.00 E 17.00 00 25 6" DIA. SEWER (E) INV IN 14.60� CLEANOUTS 20 TO 4" CENTRIC REDUCER E DETAILS DIA. PVC IILDING SEWER (D) 17.00 15 LF DIA, 4.00% WYE CONNECTION WITH DIA. SEWER (MAIN) d 15.0± E SEWER SERVICE INNECTION DETAIL 10 0 PROPOSED GRADE 6" DIA. SEWER (A) INV IN 15.70 5 9 SECTION A -A PROPOSED GRADE 6" DIA. SDR 35 PVC V MIN.LENGTH 4" FLEXIBLE COUPLING FERNCO OR APPROVED EQUAL - TO SMH02 - :- I l ¢i o C]0 C3 'R +I M i,izzo _ >>> L Z Z Z r� f TO S M H 03 i =1 0 n Lq = zzp 21 z z z Ln45 0+50 0+00 SEWER PROFILE- (E) HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' 0+00 0+50 SEWER PROFILE- (B) HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' 25 �CLEANOUT 25 20 15 10 5 25 EXISTING 4" DIA, BUILDING SEWER 6" TO 4" PVC ECCENTRIC REDUCER COUPLING 20 20 6" TO 4" 6" TO 4" �— ECCENTRIC REDUCER ECCENTRIC REDUCER SEE DETAILS SEE DETAILS 4" DIA. PVC BUILDING SEWER (E) 4" DIA, PVC INV 17.00 BUILDING SEWER (F) 15 INV 14.00 15 55LF 6" DIA. 18LF� @ 4.00% 6" DIA. @ 2,00% DROPINLET� 10 INV 13.8± 10 6" WYE CONNECTION WITH � 6" DIA. SEWER (MAIN) INV 10.1± SEE SEWER SERVICE CONNECTION DETAIL 5 5 FINISH GRADE NOT TO SCALE STANDARD CAST IRON SEWER MANHOLE FRAME & COVER. MORTAR ADJUST TO GRADE / WITH RED BRICK. J (2 COURSES MINIMUM, •' 12" MAX. HEIGHT) • • '8" 1 2' 8" PRECAST REINFORCED 4' CONCRETE CONE fill T12" MIN, MAX, PRECAST REINFORCED CONCRETE COMPRESSED FILLER RISER SECTIONS AS REQUIRED ALLJOINTS MULTIPLES OF 10, 2', 3', 4', 5' & 6' 4'-0" DIAMETER ALUMINUM MANHOLE STEPS SHALL BE CONTINUOUS TO BOTTOM RED BRICK OR RED BRICKTABLE 12" MIN. ::. '. '...... 611 �• � fill MIN. LEDGE EARTH UNDISTURBED MATERIAL CRUSHED STONE AGAINST EXISTING MATERIAL, 1-1/2" MAX. STONE SIZE ROPOSED GRADE (2) CLEANOUTS 25 20 15 TOSIMH04 -110 0+00 0+50 SEWER PROFILE- (F) �\ HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=4' G:\AAJobs\Habitat\9489-1121 Route 28 S. Yarmouth\dwg\9489.ZBA Site Plans.dwg TYPICAL WATER CROSSING NOT TO SCALE GROUND SURFACE IT (TYP.) NOTE1 WHEN THE CROSSING AS SHOWN IS LESS THAN 18" VERTICAL CLEARANCE, THE UTILITY BEING INSTALLED MUST BE SLEEVED 10' ON BOTH SIDES OF THE CROSSING WITH SDR35 PVC PIPE, IF THE SEWER MAIN OR SERVICE CROSSES ABOVE THE WATERMAIN OR SERVICE, AGAIN THE UTILITY BEING INSTALLED MUST BE SLEEVED 10' ON BOTH SIDES OF THE CROSSING WITH SDR35 PVC PIPE. Habitat for Humanity of Cape Cod, Inc. 411 Main Street, Suite 6, Yarmouthport, MA 02675 �HOFMgss DETAILS- SEWER 9Pti 1121E ROUTE 28, S. YARMOUTH MA JOHN M. m ORE1LY y' J.M. 0"REILLY & ASSOCIATES, INC. NO,36200CIVw40 � Professional Engineering & Land Surveying Services ,I �. ` 1573 Main Street - Route BA P.O. Box 1773 (508)896-8801 Office Brewster, MA 02631 (508)898-8802 Fax DATE: SCALE: BY: CHECK: JOB NUMBER: 5/26/2026 As Noted RFR JMO JMO-9489