Loading...
HomeMy WebLinkAboutBHDC-24-192 site plansSITE PLANS FOR CAPE & ISLANDS A ---I-' MAP 33 LOTS 38139, 40 770 ROUTE 28 TQSSAN SOUTH YARMOUTH, MASSACHUSETTS 02664 DATE: JUNE 612024 REVISED: JUNE 28, 2024 REVISED: AUGUST 20, 2024 REVISED: AUGUST 28, 2024 , . . OVERALL LOCUS PLAN SCALE: 1 " = 50' INDEX OF PLANS SHEET NO. TI TLE SCALE 1 COVER SHEET 1" = 50' 2 EXISTING CONDITIONS PLAN 1" = 40' 3 SITE LAYOUT PLAN 1" = 40' 4 GRADING AND DRAINAGE PLAN 1" = 40' 5 SEPTIC DESIGN PLAN 1" = 40' 6 UTILITY PLAN 1" = 40' 7 DETAIL PLAN N.T.S. 8 DETAIL PLAN N.T.S. 9 DETAIL PLAN N.T.S. 10 EROSION CONTROL PLAN 1" = 40' LOCUS MAP 1 " = 1500'± OWNER: MASH REALTY, LLC. 17 OLD MAIN STREET WEST DENNIS, M ASSACH U SETTS 02670 APPLICANT: CONSERV GROUP, INC. 110 STATE ROAD - SUITE 7 SAGAMORE BEACH, N1ASSACHUSETTS 02562 SITE PLANS APPROVED DATE ENGINEER, ■ FILE: 2376.00 SITE DESIGN ENGINEERS INC. S- eet of 1 1 P.O. Box 1051 Sandwic h, MA 02 563 508 888 9282 C � JOB NUME bw PARCEL 40 PARCEL 36.1 I ,. 209.24' S67°42'53"W HIGHWAY BEARING HIGHWAY BEARING S68°4610"W \ S22° 17'07"E 3.14E 3.00' ROUTE 28 I w I� I� olo olr, of NI N I N co i I STA. 152+44.89' _ 1933 _ _ �I _ _ 1977 HIGHWAY LAYOUT #2977 j HIGHWAY LAYOUT #6237 I I i Iw i= I � oio O I �� of NI N I N I cr) I I N70'36'57"E I b 1 .48' TO MHB/LP FOUND PARCEL 34 DETAIL # 1 (NOT TO SCALE) PARCEL 39 S22°17'52"E 0.07' PARCEL 4 1. 1 �N62'08"E LOT CORNER CB/DH 2.08 FOUND PARCEL 40 DETAIL #2 (NOT TO SCALE) MAP 32, PARCEL 9 N/F PIRATES COVE EAST NC. UP #37/1 STATE HIGHWAY 150+00 -BASELINE _ LAYOUT #2977 (1933) Ins MAP 33, PARCEL 36.1 N/F MASH REALTY LLC ��12D` ADJACENT LANDSCAPE BED UP 151 +00 - -. - I- - -_ GAS-------�- GAS ------ MAP 33, PARCEL 35 N/F MULTIPLE OWNERS tll, 1 L BVW 1 I d f, 1 i. 1 I, uk I, 3IL Q 1, 1 d l ALL ' S L I, , I, 'killq 1 61 ©-__ , BVW 1 , I I 1 1 =cam a 11, BVW ALL � A-" MAP 41, PARCEL 49 1L X 19 N CC (`\ N/F 1 I 4 AL z°E I �Tj.. TOWN OF YARMOUTH BVW �20 Z7i WOODED 9 , I, BVW " , I, WOODED Al-. I , • 11 BVW BVW �'Fj p SOU 4� Z4. C B /D H 1 60FFy q7 FOUND �'13 g1,ST :73'49'43E `� qRT 4/ P A4 E S 25 R25 CB/DH r..rs 21 b` 73' 0 IV ' N q23 FOUND S0� BUST B:) _ 1 1 "E ay °52 g2 NM001 BUSS / .j eOFFER\ 6 CB/DH OUND WOODDEE 0` (HELD) AR / / MAP 33, PARCEL 41.3 co Ln: �, z s wET��� k5.7 A5.8 J : ^ N/F 4,5 000 ,fjj WAREAD JOSEPH R. TOPPI TR Z oo ' 00 L0 v, . r-• N WOODED \ / AREA �7)1 r WOODED N AREA .n r' `00 WOODED MAP 33, PARCEL 38, .3�4.6N AREA.. / N/F 1 t , z k2.9 - y, MASH REALTY LLC WE7L,_ML ADJACENT k B U FFE�, DRAINAGE 3 ,� TOTAL AREA=4,1, 497f• SF w ,m BASIN ik � 2 -k�3.4 Z N �. I I ! WOODED � ADJACENT ABANDONED AREA /I mL4J WOODED ° 4.7 \ h3� r CB/DH TP-S ` AREA FOUNDATION s.v FOUND _ co v »� 1..4.43' \ 7.0� t , �TC�ND BU WOODED_ 6.1 a6.sS71' 8 Q3'W W - f 35' NO TOUCH) \ AREA 1 k �; TLABUFFER-, FOUND MAP 33, PARCEL 41.2 MAP 33, .1 'PARCEL 39 �' ��� ti���. UP 4' N/F �F. - - 7 __ - JOSEPH R. TOPPI TR i MASK, : SALQ L ,E » _` _8 _ k� k4.4 OP I 1 TOTAL AR �1�= qp§4.t, -SF9- -_ 3 \� \' 4 3 a 2�c1 I / c f <f C �. 55.4.yr� WO�DE �4 k4.s f t 1 ARISA EOP 6.3 f 3 v �' l Q k10._I� _, �' 7.e '. TART I L IVW t O COY) ,0,3 1 t 001 .7 ,,� WOODED ��(.8 .13 � � I � OilAREA I O � 00 � t 1\ k10,:� IO- EOP 1' ! 10.1 "10.1 \� . . _4 co co \�r �, v i 1 GRASS / 1 S r � �� . V_ - - __ TOp EOP IL r WOObEDI " 'V9,6 it ow (` ti �' AREA I k8.6 \ 9- A JWOODED I ADJACENT PARKING LOT EOP w�7 EOP EOP � ., AREA 1 s �P FOUND -IIP 4' 7., t x.s . \ C7 6 A-7 WOODED / MAP 33, PARCEL 41.1 k? s AREA tz r iNIF r� 0. I , f '^�\�IV6.3''' ( TRANSITION CENTERS -s ; BUSINESS 1�(BI1 INC. 1 tNESS 2 (B2 �` 213.29 rtl MAP 33, PARCEL 40 N67°42'08"E \ f GCB/DH FOUND ' N F TALL GRASS (SEE DETAIL #2) Ts. ASH REALTY TP- OT� AREA --41 f SF 00 TP-3 i 7,1 I-4 WOODED N �- N m WOODED % AREA 7.1 AREA, ADJACENT BUILDING .D k73 PAVED , �` PER ONLINE MAP DATA � STORAGE 8 5 AREA HIGHWAY BEARINGS SEE DETAIL #1 a 8.3 8A V'. .: k7.7 DIRT 7.3 ' TP-2 o 1,9 TURNAROUND AREA , UP NO TAG 8.6 l D.O r LAWN 7.6 '. w G' EOD P-1 47,4 -: ADJACENT PARKING LOT 7.5 -k-7.7 9 MOWED GRASS ( TALL w i P FOUND 18.8 f 1 so B.1 cRAss = W (HELD AT CORNER) IP FOUN ING INYL FENCE �1 _ � I rF'9.3 f 1JP \ - - (HELD) 9.1 \ 9.� �-" �',nli 9-k !• #37/1t33,: .5 { � j� l UP #37/134 S67'42 W 209.24 .. ,. , I 244.49' szH�r• -=mow S67'42'53"W _ _f�...,... APROX. UP 5" HIGH (7YP.) 1( D.b!jfvA.IL ps 1!I % 74 pa _.. r' ..._ w ......... yy _„ f- 152+00 MIt` 153+00 #37/132 ROUTE 28 1 / - 1`5��.+00 \ I \,STA1E'.'HIGHWAY EXISTING CATCH BASIN EXISTING RIM=8.6' DRAIN MANHOLE - - •-Ir- +- I 155+00 BASELINE RIM=8.7' 156+00 VARIABLE WIDTH ST LAYOUT #6237 _i - ATE Ill Ill MAY-- t,977 ALTERATION) �1977) D P VGG r _ _ ._ - GAS GAs_.._� - r �Ar cts- GAS..__ A<.�'`a -IAI AS- -GAS - GAS --• ., �, , ._ -- GAS .._.._ _....._. GAS - GAS ---- GAS - GAS - GAS .­ GAS VGC D MAP 33, PARCEL 34 MHB/L � W BENCHMARK: � w EXISTING CATCH BASIN N/F USGS BENCHMARK (B 57) FOUND RIM=8.1' MAP 33, PARCEL 77 DESMOND J. KEOGH TOP OF IRON ROD STINGr , \ ELEV. = 8.77' CATCHXIBASIN ~ ' w p `RIMS TING.DRAIN MANHOLE N/F (NAVD88) RIM=8.0' G� MULTIPLE OWNERS LEGEND EOP EXISTING EDGE OF PAVEMENT EOP vcc EXISTING EDGE OF PAVEMENT W/ VERTICAL GRANITE CURB EOP/ccB EXISTING EDGE OF PAVEMENT W/ - � CAPE COD BERM EOD EXISTING EDGE OF DIRT 35 EXISTING 5' CONTOUR LINE - - - -36-- - - - EXISTING 1' CONTOUR LINE X3 .4 EXISTING SPOT ELEVATION -A3 A1� A- EXISTING BORDERING VEGETATED WETLAND FLAG LINE (BVW) A,- • � L � -- L EXISTING ISOLATED VEGETATED c1 c2 � c3 WET -AND FLAG LINE (IVW) - - - - - - - - EXISTING WETLAND BUFFER EXISTING FIRE HYDRANT. APPROXIMATE EXISTING WATER LINE D 4 EXISTING WATER GATE EXISTING OVERHEAD WIRE OHw UP #35/86 EXISTING UTILITY POLE W/ NUMBER 0 EXISTING DRAINAGE MANHOLE ❑ EXISTING DRAINAGE CATCH BASIN EXISTING TREE LINE EXISTING CONIFEROUS TREE EXISTING DECIDUOUS TREE El 0 ■ EXISTING SURVEY MONUMENTS EXISTING BENCHMARK 153t00 STATE HIGHWAY BASELINE LAYOUT --�- WITH STATION NUMBER 0 kill 11 m] I � Q - - °- NANTUCKE - SOUND LOCUS MAP SCALE: 1 "=2,000'f GENERAL NOTES: RECORD OWNER(S): MASH REALTY LLC 17 OLD MAIN ST WEST DENNIS, MA 02670 BOOK 34709 PAGE 146 1. THE LOCUS PROPERTY IS SHOWN AS LOTS 38, 39, & 40 ON THE TOWN OF YARMOUTH ASSESSOR'S MAP 33. THE LOCUS PROPERTY AREA IS f2.86 (f124,436 SF). 2. THE PROPERTY IS ZONED AS BUSINESS DISTRICTS (B1) & (B2), HOTEL/MOTEL 1 OVERLAY DISTRICT, FLOODPLAIN OVERLAY DISTRICT AND VILLAGE CENTER 2 (VC2) OVERLAY DISTRICT PER THE TOWN OF YARMOUTH ZONING MAP. 3. EXISTING CONDITIONS AND TOPOGRAPHY SHOWN HEREON ARE BASED UPON FIELD SURVEYS BY ATLANTIC DESIGN ENGINEERS IN MARCH AND APRIL 2024, AND SUPPLEMENTED WITH DATA OBTAINED FROM THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEMS (MASSGIS). ALL ELEVATIONS BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD88). 4. THE WETLAND RESOURCE AREAS SHOWN HEREON ARE BASED UPON A WETLAND DELINEATION COMPLETED BY ECR, LLC IN MARCH OF 2024. 5. THE LOCUS PROPERTY LINES ARE BASED UPON A DEED (BOOK 34709 PAGE 146) AND PLANS REFERRED TO IN SAID DEED WITH ALL BEARINGS ADJUSTED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), AND ARE BASED UPON FIELD SURVEYS COMPLETED BY ATLANTIC DESIGN ENGINEERS, INC IN MARCH AND APRIL 2024. 6. CERTAIN ADJACENT PROPERTY LINES SHOWN HEREON ARE FROM DATA OBTAINED FROM THE MASSACHUSETTS GIS INFORMATION SYSTEM, BASED UPON THE NORTH AMERICAN DATUM OF 1983 (NAD83), AND ARE NOT BASED UPON A BOUNDARY SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. 7. THE LOCUS PROPERTY DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN (ACEC) BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 8. THE PROPERTY DOES NOT LIE WITHIN AN AQUIFER PROTECTION DISTRICT OR ZONE II BASED UPON A REVIEW OF THE YARMOUTH ZONING MAP AND MASSACHUSETTS GEOGRAPHIC INFORMATION. 9. THE LOCUS PROPERTY LIES WITHIN A FLOOD ZONE AE (EL. 11) (A SPECIAL FLOOD AREA) BASED UPON A REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER 25001CO589J, EFFECTIVE DATE JULY 16, 2014. 10. EXISTING WATER LINE IS BASED ON INFORMATION PROVIDED BY THE YARMOUTH WATER DEPARTMENT AND SUPPLEMENTED BY FIELD LOCATION OF EXISTING WATER GATE VALVES. 11. EXISTING GAS LINE IS BASED ON DIG SAFE MARKINGS AVAILABLE AT TIME OF SURVEY. ZONING DISTRICTS: B1 & B2 (BUSINESS DISTRICT) (PER TOWN OF YARMOUTH) REQUIRED 21) REQUIRED(B2) EXISTING MINIMUM LOT SIZE 25,000 S.F. 20,000 S.F. 124,436 S.F. MINIMUM FRONTAGE 150' 125' 212.3' MINIMUM YARDS: FRONT 30' 30, -- REAR 20' 20' -- SIDE 25' 25' -- MAX BUILDING COVERAGE: 25% 25% 0% MAX IMPERVIOUS SURFACES: 70% 70% 0% MAX SHAPE FACTOR: 22 22 20.5 FILE: 3376-EX1 Designed by : SCALE A �ti PREPARED FOR: EXISTING CONDITIONS PLAN Sheet 0 Drawn by : SCALE 1" = 40' T czv` s 3 AJD 8 28 24 PER PEER REVIEW COMMENTS CON SERV GROUP INC. FOR 2 10 an I C DESIGN ENGINEERS INC. Checked by : 0 10 20 40 80 0 4s 2 AJD 8 20 24 PER CLIENT REQUEST 770 ROUTE 28 ■..� ' Survey chk. by 9 s ° `` 1 AJD 6 28 24 SITE PLAN REVIEW COMMENTS 110 STATE ROAD, SUITE 7 SOUTH YARMOUTH, MASSACHUSETTS 02664 JOB NUMBER P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 DATE ASS/ONM ECG _ SAGAMORE BEACH, MA 02562 JUNE 6, 2024 Approved by N0. BY DATE REVISION 3376.00 iL �L Illy - AL �'.. AL 4 4 AlL � > >�' q , I 4 - i AL 11L I 4X 4 4 144 q4p ''�` iL � �8 m N 4 \ MAP 41, PARCEL 49'� ,►!� ,�� q4S, 3 4 N� N/F INS 4 q3 4 l79 w(,° a TOWN OF YARMOUTH q4� 9 q38 4 q NI 4 .q � � AL I �. _., m 49 4 q3� IL �,� q3 q2 �1L Q AND TOUC q•�' �. qRT E S ie21 NM \ / 4 q21 L•� \ eU!cF q6 Ph . —�1 pA f8 S�c1�5 r_R ZONING DISTRICTS: B1 & BA2 (BUSINESS DISTRICT) (PER TOWN OF YARMOUTH) . REQUIRED (B1) REQUIRED (B2) PROVIDED MINIMUM LOT SIZE 25,000 S.F. 20,000 S.F. 124,436 S.F. MINIMUM FRONTAGE 150' 125' 212.3' MINIMUM YARDS: FRONT 30, 30, 81.9' REAR 20' 20' 348.1' SIDE 25' 25' 63.5' MAX BUILDING COVERAGE: 25% 25% 8% MAX IMPERVIOUS SURFACES: 70% 70% 48% MAX SHAPE FACTOR: 22 22 20.5 1`136..... RES.25 (25) 5p BUSINESS 1 (B1 T '435 4 �/ - MAP 33, PARCEL 41.3 8 / am� �T_ N/F / d q34 4 I N �� 1p . JOSEPH R. TOPPI TR m 4 q25 N rz ET�N 4 I q26 zm try 4 / `�' \ ,� STORPROPAGE SNOW q31 GE l 4 4 4 / I 1 q3� q29 q28 q2j 348.3' — - � ---_ -42 1------------ m = 00' / ---- 1 PROPOSED DRAINAGE BASIN Nm WETLAND BUFFTP'� PROPOSED 9 x18 PROPOSED 6" VERTICAL INVENTORY PARKING CONCRETE CURB WITH 4' _ - - - -� - - - - Ln SPACE (TYP.) TRANSITION CURB (SEE o c m 50' DETAIL) / R=3' `WE717ND BU R 35' NO TOUCH) TLAND BUFFERS MAP 33, PARCEL 41.2 �A�E ` �I NSFf PROPOSED TREELINE RETAIN EXISTING 14,503 S.F. TREES OF 4" CALIPER AR LARGER TOMOBf JOSEPH R. TOPPI TR BETWEEN THE PROPOSED P VENTO AND THE EXISTING KIA PARKING LOT - 4. 4 C� REMOVE ANY SHRUBS OR SMALLER " STORAGE ` IL CZ� CALIPER TREES AS REQUIRED TO PERFORM I_ V W, THE PROPOSED GRADING ST T qR r f I EOP CC r l' � �,°, • ,' �„ EOP CCB PROPOSED 12'x16' I o PROPOSED TREELINE a C� 1L FENCED IN 0 Q (50' UNDISTURR+ED WE AND t r' DUMPSTER PAD " I , 05 W 1� ` BUFFER TO BE MAINTA NED) AL _ C6 PROPOSED RETAINING WALL fi PROPOSED GRASSED 24' MAX. ~ R 3' y y ISLAND ( r ,c - PROPOSED 4' TR ANSI I, C8\STOp CURB (SEE DETAiiL) i , PROPOSED �., PLANTING BED ADJACENT _ EO ce i KIA .N..: DEALERSHIP BUILDING R=3' 20.2 MAP 33, PARCEL 41.1 N/F ® © r TRANSITION CENTERS r— R='' INC. PROPOSED BOLLARD (TYP ) SINESS 1 w :; EE LIGHTING PLAN U`( - S 2 (B2) &HMO 1S. o OTHERS FOR EXACT }( f LOCATIONS AND DETAILS ib. EOP vcc 0 _ % 24' (MAX.) HC SIGNS TP- o J MOUNTED t _ SEE LANDSCAPING PLAN R=3, r ON BLDG. I. — -- — PROPOSED 10 x20' BY OTHERS FOR EXACT R-3, LOCATIONS AND DETAILS �3 PARKING SPACE _. _-__ � -�: {; � � PROPDING � OSED� (TYP.) Y = (" - � 0 _ BUILDING ADJACENT BUILDING 9 991 S.F. 4 (MAX. PER ONLINE MAP DATA MAP 33, PARCEL 36.1 R=3' F.F.E.=12.0' MAP 32, PARCEL 9 N/F PROPOSED 5.5' SIDEWALK WITH PLANTINGS N/F {.. MASH REALTY LLC PROPOSED LOW LEVEL i 0.5' CONCRETE CURB (TYP.) • � PIRATES COVE EAST NC. , PROPOSED NISSAN R=3 R=3' TP- 63.5' f BRAND SIGN �, PROPOSED PERVICUS R=25' PAVERS R=3' I • R=20 PROPOSED CONCRETE PROPOSED STOP` • 0 R=6' ( RUMBLE STRIP MAINTAIN A MINIMUM 3' STRIP LINE AND SIGN `- m e a GG OF SIDEWALK AROUND EXISTING '��� _ PROPOSED 4' TRANSITION CURB FROM 30 �� �R� 3 �.�..�_ �. UTILITY POLE P-1 24' (MAX. -`" �� CAPE COD GRANITE CURB TO PROPOSED GRANITE CURBING I-5 ND 5' WIDE HMA SIDEWALK TO TIE PROPOSED HANDICAP INTO EXISTING SIDEWALK ACCESSIBLE RAMPS CROSSWALK aoJs 4.0,' AND � �� �, _...... _ ❑ EOP VGC 00 R=45' R=40' _ STATE HIGH 156+00 15�+ +00 154+ 00 -- `"""' Mjr 153+00 ROUTE 28 SELINE 151+00 152+00 .4—M!— I— LA UT #6237 I MAINTAIN A MINIMUM 3 STRIP 149+00 STATE HIGHWAY 150+00 — --I �'I� —BASELINE — -�- — I-- ' VARIABLE WIDTH STATE HIGHWAY >977 ALTERATION) (197 .� OF SIDEWALK AROUND EXISTING i W UTILITY POLE LAYOUT #2977 EOP/vGC lw.._EOP G, -. gym, ..._„. _._�fl, ,�.,�:�••. . (1933) _._.. O ._...._____._�_.._.. � � 33 PARCEL 34 BENCHMARK: �, � � � MAP 33, PARCEL 77 MAC B � MAP 33, PARCEL 35 N/F USGS BENCHMARK (B 57) N/ F N F DESMOND J. KEOGH TOP OF IRON ROD o / MULTIPLE OWNERS ELEV. = 8.77' �, MULTIPLE OWNERS (NAVD88) PROPOSED TRANSFORMER ON CONCRETE PAD WITH CONCRETE BOLLARDS OF CAPE COD COMMISSION THRESHOLD GROSS FLOOR AREA AUTOMOBILE INVENTORY STORAGE: AUTO SALES BUILDING: TOTAL: THRESHOLD ADDITIONAL 10,000 SI" OVER EXISTING EXISTING 14,934 SF 0 SF I PROPOSED 14,503 SF 9,991 SF INCREASE -431 SF 9,991 SF T �F PARKING REQUIREMENTS PER TABLE 301.5 PROPOSED BUILDING AUTOMOBILE DEALERSHIP PER SPECIAL PERMIT (1 SPACE PER 2 OCCUPANTS) =UPANTS REQUIRED 32 SPACES PROVIDED 54 SPACES 54 SPACES' 63 OCCUPANTS TOTAL: 3T-SPTCn LEGEND EOP EXISTING EDGE OF PAVEMENT EOP/vcC, y __yy EXISTING EDGE OF PAVEMENT W/ VERTICAL GRANITE CURB EOP/CCB EXISTING EDGE OF PAVEMENT W/ CAPE COD BERM EOD EXISTING EDGE OF DIRT 35 EXISTING 5' CONTOUR LINE - - - - ---- - EXISTING 1' CONTOUR LINE X35,4 EXISTING SPOT ELEVATION Al A EXISTING BORDERING VEGETATED WETLAND FLAG LINE (BVW) a- -g- -,L EXISTING ISOLATED VEGE . TED Cl C2 C3 WETLAND FLAG LINE (I VW) - - - - - - - - EXISTING WETLAND BUFFER EXISTING FIRE HYDRANT - APPROXIMATE EXISTING WA: ER LINE D 4 EXISTING WATER GATE OHw EXISTING OVERHEAD WIRE UP #35/86 EXISTING UTILITY POLE W/ NUMBER OD EXISTING DRAINAGE MANHOLE 0 EXISTING DRAINAGE CATCH BASIN •�,�; EXISTING TREE LINE a. EXISTING CONY"EROUS TREE _ EXISTING DECIDUOUS TREE O O ■ EXISTING SURVEY MONUMENTS EXISTING BENCHMARK 153t00 STATE HIGHWAY BASELINE LAYOUT -4- WITH STATION NUMBER CCB PROPOSED EDGE OF PAVEMENT W/CAPE COD BERM VGC PROPOSED EDGE OF PAVEMENT W/VERTICAL GRANITE CURB VCC PROPOSED EDGE OF PAVEMENT W/VERTICAL CONCRETE CURB -35 PROPOSED 5' CONTOUR LINE 36 PROPOSED 1' CONTOUR LINE PROPOSED DRAINAGE LINE QD PROPOSED DRAINAGE MANHOLE Q PROPOSED SEWER MANHOLE. PROPOSED LIGHT POLE ■ PROPOSED CF,TCH BASIN PROPOSED DOUBLE CATCH BASIN - - - - - - - - PROPOSED EROSION CONTROL D/ECG PROPOSED DOUBLE EROSION CONTROL S PROPOSED SEPTIC/SEWER LINE W PROPOSED WATER LINE PROPOSED UNDERGROUND ETC ELECTRIC LINE PROPOSED SHRUB PROPOSED TREE PROPOSED TREELINE 0 V( SWAN POND a \� 7LOCUS LOCUS MAP SCALE: 1 "=2,000'f GENERAL NOTES: RECORD OWNER(S): MASH REALTY LLC 17 OLD MAIN ST WEST DENNIS, MA 02670 BOOK 34709 PAGE 146 1. THE LOCUS PROPERTY IS SHOWN AS LOTS 38, 39, & 40 ON THE TOWN OF YARMOUTH ASSESSOR'S MAP 33. THE LOCUS PROPERTY AREA IS f2.86 (f124,436 SF). 2. THE PROPERTY IS ZONED AS BUSINESS DISTRICTS (61) & (B2), HOTEL/MOTEL 1 OVERLAY DISTRICT, FLOODPLAIN OVERLAY DISTRICT AND VILLAGE CENTER 2 (VC2) OVERLAY DISTRICT PER THE TOWN OF YARMOUTH ZONING MAP. 3. EXISTING CONDITIONS AND TOPOGRAPHY SHOWN HEREON ARE BASED UPON FIELD SURVEYS BY ATLANTIC DESIGN ENGINEERS IN MARCH AND APRIL 2024, AND SUPPLEMENTED WITH DATA OBTAINED FROM THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEMS (MASSGIS). ALL ELEVATIONS BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD88). 4. THE WETLAND RESOURCE AREAS SHOWN HEREON ARE BASED UPON A WETLAND DELINEATION COMPLETED BY ECR, LLC IN MARCH OF 2024. 5. THE LOCUS PROPERTY LINES ARE BASED UPON A DEED (BOOK 34709 PAGE 146) AND PLANS REFERRED TO IN SAID DEED WITH ALL BEARINGS ADJUSTED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), AND ARE BASED UPON FIELD SURVEYS COMPLETED BY ATLANTIC DESIGN ENGINEERS, INC IN MARCH AND APRIL 2024. 6. CERTAIN ADJACENT PROPERTY LINES SHOWN HEREON ARE FROM DATA OBTAINED FROM THE MASSACHUSETTS GIS INFORMATION SYSTEM, BASED UPON THE NORTH AMERICAN DATUM OF 1983 (NAD83), AND ARE NOT BASED UPON A BOUNDARY SURVEY BY ATLANTIC DESIGN ENGINEERS, INC. 7. THE LOCUS PROPERTY DOES NOT LIE WITHIN AN AREA OF CRITICAL ENVIRONMENTAL CONCERN (ACEC) BASED UPON A REVIEW OF THE MASSACHUSETTS GEOGRAPHIC INFORMATION SYSTEM. 8. THE PROPERTY DOES NOT LIE WITHIN AN AQUIFER PROTECTION DISTRICT OR ZONE II BASED UPON A REVIEW OF THE YARMOUTH ZONING MAP AND MASSACHUSETTS GEOGRAPHIC INFORMATION. 9. THE LOCUS PROPERTY LIES WITHIN A FLOOD ZONE AE (EL. 11) (A SPECIAL FLOOD AREA) BASED UPON A REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER 25001 CO589J, EFFECTIVE DATE JULY 16, 2014. 10. EXISTING WATER LINE IS BASED ON INFORMATION PROVIDED BY THE YARMOUTH WATER DEPARTMENT AND SUPPLEMENTED BY FIELD LOCATION OF EXISTING WATER GATE VALVES. 11. EXISTING GAS LINE IS BASED ON DIG SAFE MARKINGS AVAILABLE AT TIME OF SURVEY. FILE: 3376.00-CON Designed by SCALE AB N I APPLICANT: SITE LAYOUT PLAN Sheet of ® t Drawn by 3 10 SCALE 1" — 40' �N 3 3 AJD 8 28 24 PER PEER REVIEW COMMENTS CON SERV GROUP, INC. FOR an IC DESIGN ENGINEERS, INC. Checked by : 0 10 20 40 80 �Q, ,a 2 AJD 8 2G 24 PER CLIENT REQUEST 110 STATE ROAD, SUITE 7 770 ROUTE 28 JOB NUMBER Survey chk. by "G 1 F�.�.JD 6 28 24 SITE PLAN REVIEW COMMENTS P.O. Box 1051, Sandwich, MA 02563 (5 08) 888 — 9282 A DATE T 0- SOUTH YARMOUTH, MASSACHUSETTS 02664 Approved by NO. BY DATE REVISION SAGAMORE BEACH, MA C►`562 3376.00 JU N E 6, 2024 1 sup ,r AL AL . .. AL . AL 5 AL AL AL 4 �� 4 4 4 q��- `�8 m a' MAP 49, PARCEL 49 q43 40 ,, 4 q N.=w a N/F �II6L q� d q39 4 q l wl,,`r j\ � , TOWN OF YARMOUTH ,I, �. 4 38 4 ? I I . q. 1 " --1 I ' .iNO 18 -14 � q3 ? ' 41 �S 25 ��z5 001 Q I �4N OUcy rgRT R�55 21821 NM r so FF q84 AA SIN '136 " ES.25 (R25 i �� s �V BUSIN' ""'•.:Y �. .., 43,5 d q24 I^` / MAP 33, PARCEL41.3 4Im N/F q34g N � (�'100. k5,8 e' JOSEPH R. TOPPI TR 4 d q33 v)t`^ / 'V QOFFE� // I q32 4 I P�40POSED Ln I 4 q26 WERGENCY m" . I 437 SPILLWAY EL,=5.8 q30 q29 '128 q2> � ` I 1 to PR�OSED FLARED 4 IVD SECTION WITH 5 - RIP -RAP APRON _r e� = ...,...,.., e� 6 6 `° - 100' "}„ j' 6F N.. 5., WETLAND BUFFEf�- INV. IN=3.2V 6. 5.4 m .4 . N i . ,.. - --PROPOSED DOUBLE :.. � t Imo, ' .,.. Ln CATCH BASIN (DCB1) F vLLJ I 1 ...._ i'; 3t .,,z>> v, - - WITH 6 CONCRETE.2-). � 31•-� �, \ CONTAINMENT CURB I 7.4 \ ' CO 7.5x CO RIM EL �!9 k;, - Eo c / 50' \ INV. OU =3.6 'vGETQ�ND BU R _..-.-Y. -,..•� - 1 _ .__._. R F ` 1 35 NO TOUCH) /ELAND BUFFERS MAP 33, PARCEL 41.2 PROP FIRST DEFENSE UNIT DRAIN NIF MANHOLE DMH 2) _ a aM.y _ 3:1 PROPOSED PAVED ( o -�.° JOSEPH R. TOPPI TR RIM EL=7.1 1 z,1` DRAINAGE SWALE INV. IN=3.6 (DMH1) 12 INV. IN=3.4 (DCB1) 12" t3 INV. OUT=3.3 (FES) °, A.1 6' / �- C / /e L t R l tl \ c\ I I', :S.A: E (XX f1 e ccB r1 , `> PROPOSED PAVED -T s 1 4 DRAINAGE SWALE / , . u�°., p o � s ,� ,°.,, CI. f 9 I � a0 � �' m 2 ROPOSED DRAINAGE I` I 9.4 , �`410,q WALL #- I, f PROPOSED RETAINING MANHOLE (DMH1) .I '1 �1 =°.: '' > AL RIM EL=1 O.C) I`.I`' ` I.x. 10 INV. IN (CB3)=5.7 ` k t \`i I0,� r PROPOSED, CATCH INV. IN (CB2)=6.0° BASIN (CB 7) / INV. OUT=5.6 I0.2 11 sN RIM EL=10.5 ADJACENT _ �a _.. _._ ... 3 i _o ce �.. INV. OUT=7.0 N E r {° KIA PROPOSED CATCH 1.1x ..: - D DEALERSHIP '° � �-�.. ; BASIN CB2;� __ m I N G ( � � ���„ '� f MAP 33, PARCEL ' BUILD RIM EL=9.7 I ' N/F INV. OU7=6.2 TRANSITION CENTERS INC. PROPOSED CATCH :A . I ...,, g PROPOSED BOLLARD (TYP ) PROP SINES s t I BASIN (CB3) - 1& ( o / j' i I o r - -am PROPOSED DRAINAGE RIM EL=9.7 < U INV. OUT=6.4I EOP vcc = MANHOLE (DMH5) 1.1.1x TP o, 13.1 sue' RIM EL=11.4 N CB7)=5.90 o 112x f INV. IN CB6)=8.30 L_----J �.2x INV. OU- 3 .1 �3 PROPOSED "'� ' l PROPOSED CATCH ��o �,-' � j f CB6 BASIN BUILDING q.a r ( ) MAP 33, PARCEL 6.1 _a-� �-1, 4 "� 9,991 S.F. RIM EL=11.5 MAP 32, PARCEL 94 N/F, I I r F.F.E.=12.0' DINV. OUT=8.5 a 10.4., ° PROPOSED SUBSURFACE INFILTRATION SYSTEM (5)ROWS OF / REALTY N F � Y LLC MASH � PIRATES COVE EAST INC. �� � i --- .-�� 8 SHEA 1 00 GALLON DRY WELL (PER CONTRACTOR e.4 I r I' .CHANGE ORDER) 0 ' 1.1x 7 3 I 11 -I 11 (32 TOTAL ON 6" STONE BED WITH 12" STONE SURROUND) PCA ROPOSED CATCH - I FIELD DIMENSIONS: 84.00 x28.33 x2.83 BASIN (CB4) " I INV IN (ALL):4.90 a Fti •r. r RIM EL=8.8 ' '' 11 i f I BOTTOM OF STONE: 3.40 INV. OUT=5.5 $� _ PROP FIRST DEFENCE UNIT DRAIN I - ) r?)rP- � w°� _ MANHOLE (DMH- 3 t' RIM EL=10.8 Y " '";.. ,•.. CL ,� o I INV. IN (DMH5)=5.30 INV IN (CB ' Ir `�-% 4)=5.05 INV. IN (CB5)=5.20 , f OF � VGC _•. OH�--�'_ OHW _ >I . , • + ;'tTs APP° fJX 7 vh _ iP(ti' } f 1 EXISTING CATCH BASIN EXISTING DRAIN MANHOLE 0 nrr �� 1rJ5 00 RIM-8.6' RIM=8.7' 156+00 �ZI+O EOPwcc _.. TA IiIIHIGHWAY _ ti 152+00 MIS 153+00 ROUTE 28 �.._Too, II BASELINEYOUT16237 ASSTATE HIGHWAY 150+00 151+00 °. - _�Irn- 4--As M GAS-- GAS GAS-- GAs 149+00 -" _ D _ _ - - - - - - I VARIABLE A'I H STATE HIGHWAY f 77 ALTERATION) (977 GAS - GAS - GAS - T - BASELINE - -�- EOP VG A _... LAYOUT #2977 EOP GC A _._.�--•---....,.,» ......z:,:auAS --"""'_ GAS _.__„__ bA>..._� = _..---- _. pw. - """"' `" w (1933) EXISTING CATCH BASIN MAP 33, PARCEL 34 BENCHMARK: ' F, RIM=8.1' MAP 33, PARCEL 77 MAP 33, PARCEL 35 N/F USGS BENCHMARK (B 57) EXISTING DRAIN MANHOLE N/F N/F DESMOND J. EXISTING w O RIM=s.1' MULTIPLE OWNERS KEOGH TOP OF IRON ROD CATCH BASIN ELEV. = 8.77' RIM=8.0' MULTIPLE OWNERS (NAVD88) PROPOSED LANDSCAPE PROPOSED CATCH CATCH BASIN BASIN (CB5) RIM EL=8.4 RIM EL=8.8 INV. OUT=5.5 OF STORMWATER OPERATION AND MAINTENANCE CONSTRUCTION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF ALL STORMWATER AND EROSION CONTROL FACILITIES UNTIL THE 1. ALL PROPOSED DRAINAGE PIPING SHALL BE 12" ADS HDPE, UNLESS NOTED OTHERWISE, AND PROJECT CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL CLEAN ALL PIPE ER WATPE AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE TOWN OF COMPONENTS OF THE STORMWATER MANAGEMENT SYSTEM AND SWEEP ALL PAVED AREAS YARMOUTH DEPARTMENT OF PUBLIC WORKS WATER SUPPLY DIVISION. AT THE COMPLETION OF CONSTRUCTION, IMMEDIATELY PRIOR TO TURNING OVER 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS SHOWN AND NOTIFY THE ENGINEER OPERATION AND MAINTENANCE RESPONSIBILITY TO THE OWNER. OF ANY DISCREPANCIES PRIOR TO BIDDING. 2. UPON COMPLETION OF CONSTRUCTION, THE OPERATION AND MAINTENANCE OF ALL 3. CONTRACTOR SHALL VERIFY ALL CRITICAL ELEVATIONS AND INVERTS PRIOR TO COMPONENTS OF THE STORMWATER MANAGEMENT SYSTEM WILL BE THE RESPONSIBILITY CONSTRUCTION. OF THE DEVELOPER: 4. WHERE AN EXISTING PUBLIC U71UTY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, MASH REALTY, LLC. THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY 17 OLD MAIN STREET DETERMINED AND THE INFORMATION FURNISHED TO THE TOWN FOR RESOLUTION OF THE WEST DENNIS, MASSACHUSETTS 02670 CONFLICT. 3. DISPOSAL OF ACCUMULATED SEDIMENT AND HYDROCARBONS TO BE IN ACCORDANCE WITH 5. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED APPLICABLE LOCAL, STATE AND FEDERAL GUIDELINES AND REGULATIONS. AS PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF 4. THERE SHALL BE NO ILLICIT DISCHARGE OF ANY WASTE OR WASTE WATER INTO THE UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE STORMWATER MANAGEMENT SYSTEM. THE MAINTENANCE OF THE FACILITY SHALL BE OR DEVELOPMENT OF THIS TRACT. UNDERTAKEN IN SUCH A MANNER AS TO PREVENT ANY DISCHARGE OF WASTE OR WASTE 6. ALL BUILDINGS, AND SURFACE AND SUBSURFACE IMPROVEMENTS ON AREAS ADJACENT WATER INTO STORMWATER MANAGEMENT SYSTEM. ANY WASTE PRODUCTS GENERATED TO THE SITE ARE NOT NECESSARILY SHOWN HEREON. [CURING MAINTENANCE SHALL BE PROPERLY DISPOSED OF OFF -SITE. 7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS MET SWEEPING: REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL ALL PAVED AREAS SHOULD BE SWEPT TWICE A MONTH DURING CONSTRUCTION AND TWO UTILITIES AND RIM AND INVERTS BEFORE COMMENCING WORK, AND AGREES TO BE TIME:; PER YEAR DURING THE EARLY SPRING AND LATE FALL SEASONS AFTER FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT MIGHT OCCUR BY THE CON!;TRUCTION. CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES DM SUMP HOODED CATCH BASINS: 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DIGSAFE, THE TOWN OF YARMOUTH DEPARTMENT OF PUBLIC WORKS, AND ALL UTILITY COMPANIES A MINIMUM INSPI_CT MONTHLY (MINIMUM), OR AFTER MAJOR STORM EVENTS (2' OR GREATER) DURING OF 72 HOURS PRIOR TO CONSTRUCTION ACTIVITIES FOR LOCATION OF ALL AND AFTER CONSTRUCTION FOR EXCESSIVE ACCUMULATION OF SEDIMENTS TRASH. CLEAN UNDERGROUND U71UTIES AND UTILITY COMPANY AND DPW APPROVALS. SUMPS SEMIANNUALLY OR WHEN SEDIMENT REACHES 18 ; WHICHEVER OCCURS FIRST. ALL CATCH BASINS SHALL BE PROVIDED WITH HAYBALE DIKES OR PRE -MANUFACTURED 'SILT 9. ELECTRIC, TELEPHONE, AND CABLE SHALL BE PLACED UNDERGROUND IN ACCORDANCE SACK CATCH BASIN INLET SEDIMENT COLLECTION SYSTEMS UNTIL BASE COURSE IS IN WITH THE REQUIREMENTS OF THE UTILITY COMPANIES. REFER TO PLANS BY OTHERS IN PLACE. INSPECT WEEKLY AND AFTER MAJOR STORM EVENTS (2" OR GREATER) THROUGHOUT CONJUNCTION WITH THE UTILITY COMPANIES FOR LAYOUT OF RESPECTIVE UTILITY CON'.tTRUCTION. SYSTEMS. 10. SLOPES ON ALL PIPES ARE APPROXIMATE. CONTRACTOR TO HOLD INVERTS FOR SUBSURFACE INFILTRATION CHAMBERS: CONSTRUCTION. INSPECT AFTER EVERY MAJOR STORM EVENT (2" OR GREATER) DURING CONSTRUCTION AND 11. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE ALTERATION AND FOR THE FIRST FEW MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND ADJUSTMENTS OF ELECTRIC, TELEPHONE AND ANY OTHER PRIVATE UTILITIES WITH THE FUNCTION. THEREAFTER, INSPECT AT LEAST TWICE PER YEAR DURING WET WEATHER TO UTILITY COMPANY, IF NECESSARY. IF ANY INTERRUPTIONS IN SERVICE ARE NECESSARY ENSURE THE SYSTEM IS DRAINING PROPERLY. CHECK FOR ACCUMULATION OF SEDIMENT AND TO ABUTTING PROPERTY OWNERS, A MINIMUM OF 48 HOURS NOTICE SHALL BE GIVEN. PONDING WATER. IF PONDING WATER IS VISIBLE INSIDE THE SYSTEM FOR SEVERAL DAYS AFTER A STORM EVENT, NOTIFY THE ENGINEER FOR POSSIBLE REMEDIAL MEASURES. 12. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH THE REMOVE SEDIMENT AS NECESSARY DURING CONSTRUCTION, WHILE THE SYSTEM IS DRY, AND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR ALL WORK WITHIN PUBLIC STREETS. AT LEAST EVERY FIVE YEARS AFTER CONSTRUCTION. 13. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION SMMWATER BASIN: AT THE CONTRACTOR'S EXPENSE. AT A MINIMUM SHALL BE INSPECTED AFTER EVERY MAJOR STORM EVENT (>0.25 INCHES PER 14. ALL STORMWATER, SEWER COMPONENTS AND DRAINAGE STRUCTURES SHALL BE REQUIRED TO 2022 CGP) FOR THE FIRST SIX (6) MONTHS, THEN IN THE SPRING AND FALL OF EVERY WITHSTAND HEAVY DUTY H-20 LOADINGS. YEAR, THEREAFTER. NOTE HOW LONG WATER REMAINS STANDING IN BASIN AFTER A STORM; 15. STANDING WATER WITHIN THE BASIN >72 HOURS AFTER STORM EVENTS SHOULD BE ALL DISTURBED AREAS SHALL BE PAVED, LANDSCAPED, OR REVEGETATED WITH 6" MIN ( ) IMMEDIATELY ADDRESSED. ALSO, VNTHIN THE BASIN, CHECK FOR SIGNS OF DIFFERENTIAL LOAM AND SEED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. SETTLEMENT, CRACKING, EROSION, LEAKAGE IN EMBANKMENTS, TREE GROWTH IN EMBANKMENTS, CONDITION OF RIPRAP, SEDIMENT ACCUMULATION AND THE HEALTH OF THE 16. CONTRACTOR SHALL IMPLEMENT DUST CONTROL MEASURES, INCLUDING WATER TRUCKS TURF, THROUGHOUT CONSTRUCTION UNTIL PAVING IS COMPLETED AND ALL SURFACES ARE STABILIZED. DUST CONTROL ADDITIVES SUCH AS CALCIUM CHLORIDE OR SODIUM CHLORIDE SHALL BE USED ONLY WITH PERMISSION FROM THE TOWN. STORMWATER BASINS SHALL BE MOWED A MINIMUM F 0 TWICE PER YEAR. GRASS CLIPPINGS 17. CONTRACTOR IS FULLY RESPONSIBLE FOR COORDINATING WITH AND OBTAINING ALL AND ACCUMULATED ORGANIC MATTER SHOULD BE REMOVED FROM THE BASIN TO A APPROVALS FROM APPROPRIATE GOVERNING AGENCIES AND UTILITY COMPANIES PRIOR NON -SENSITIVE AREA. REPAIRS AND RESEEDING SHOULD BE DONE AS REQUIRED. SEDIMENT AND DEBRIS SHOULD BE REMOVED MANUALLY WHEN STORMWATER BASIN IS THOROUGHLY TO, DURING AND AFTER INSTALLATION OF ALL WATER, SEWER, DRAINAGE AND SITE DRY, A MINIMUM OF ONCE PER YEAR OR MEN THE SEDIMENT LEVEL REACHES A DEPTH OF 18. UTILITIES, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED INSPECTIONS THREE INCHES (3) IN THE BASIN OR HALF AN INCH (1/2') IN THE LOW FLOW DRAIN. AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY COMPANIES ARE COMPLETED PRIOR TO INSTALLATION, BACKFIWNG, ANNOUNCED BUILDING POSSESSION, OUTLET PIPES AND FLARED END SECTION& AND THE FINAL CONNECTION OF SERVICES. INSPECT AFTER EVERY MAJOR STORM EVENT (>0.25 INCHES PER 2022 CGP) FOR THE FIRST 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SURVEY CONTROL POINTS FEW MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND FUNCTION, AND BENCHMARKS NECESSARY FOR THE PROPOSED WORK. THEREAFTER INSPECT TWICE A YEAR FOR EROSION, CLOGGING, SETTLING, AND EXCESSIVE 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE RECORDS OF THE ACCUMULATION OF LEAVES, TRASH, DEBRIS OR SEDIMENT AND CHANNEUZATION OF LOCATION AND ELEVATION OF ALL WORK INSTALLED. STORMWATER DISCHARGE. 21. THE CONTRACTOR SHALL INSTITUTE AND MAINTAIN ALL SAFETY MEASURES NECESSARY E16S.I' DEFENSE FD-4HC STORMWATER SEPARATOR: TO PROTECT THE PUBLIC DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO BARRICADES, SIGNS, FENCES, FLAGGERS, LIGHTING, POLICE DETAIL, AND ANY OTHER MEANS PERFDRM ALL OPERATION AND MAINTENANCE AS RECOMMENDED BY THE MANUFACTURERS, AS DIRECTED BY THE TOWN. NO TRENCHES ARE TO REMAIN OPEN OVERNIGHT. AT A MINIMUM TO INCLUDE THE FOLLOWING: INSPECT QUARTERLY FOR THE FIRST YEAR OF 22. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM THE ACCUMULATION OF WASTE INSTALLATION AND EVERY 6 MONTHS THEREAFTER. SEDIMENT, OIL AND FLOATABLES SHOULD MATERIAL AND OTHER DEBRIS RESULTING FROM THE WORK. AT THE END OF CONSTRUCTION BE REMOVED ONCE PER YEAR OR FOLLOWING A SPILL IN THE DRAINAGE AREA. THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE. A THOROUGH INSPECTION OF THE WORK PERIMETER IS TO BE MADE AND ALL DISCARDED MATERIALS, BLOWN OR WATER CARRIED DEBRIS, SHALL BE COLLECTED AND RIP -RAP APRONS: REMOVED FROM THE SITE. INSPECT AFTER EVERY MAJOR STORM EVENT (>0.25 INCHES PER 2022 CGP) FOR THE FIRST FEW MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND FUNCTION, 23. THE CONTRACTOR SHALL REMOVE ALL VEGETATION, TREES, STUMPS, GRASSES, THEREAFTER INSPECT TWICE PER YEAR AT A MINIMUM, FOR EROSION, EXCESSIVE ORGANIC SOILS, DEBRIS AND DELETERIOUS MATERIALS WITHIN THE AREAS SLATED FOR ACCUMULATION OF SEDIMENT AND TRASH. REPAIR ERODED SPOTS IMMEDIATELY AFTER CONSTRUCTION. INSPECTION. ACCUMULATED SEDIMENT SHALL BE REMOVED AT LEAST ONCE A YEAR OR 24. THESE PLANS SHOULD NOT BE USED FOR CONSTRUCTION UNTIL ALL REQUIRED BEFORE IT EXCEEDS 0.5' IN DEPTH, WHICHEVER OCCURS FIRST. SEDIMENT SHALL BE APPROVALS HAVE BEEN RECEIVED. DISPOSED OF IN A SUITABLE AREA AND PROTECTED FROM EROSION BY EITHER STRUCTURAL 25. ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPROVED PERMITS AND OR \EGETATIVE MEANS. INSPECT RIP -RAP APRONS FOR SIGNS OF EXCESS SEDIMENT OR WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES, STANDARDS, ORDINANCES, SIGNS OF FAILURE. RULES AND REGULATIONS. 26. BUILDING FOOTPRINTS SHOWN HEREON WERE PROVIDED BY ARCHITECT. EROSION CONTROL BARRIERS: 27. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS, DESIGN EROSION CONTROL BARRIERS (SEDIMENT LOGS, HAY BALES, SILT FENCE, ETC.) SHOULD BE AND DIMENSIONS OF ROOF DRAINS, SEWER, DOMESTIC WATER SERVICE, FIRE SERVICE, INSPECTED IMMEDIATELY AFTER EACH RUN-OFF PRODUCING RAINFALL EVENT AND AT LEAST ELECTRIC, TELEPHONE, CABLE UTILITIES, CANOPY DRAINS, FLOOR DRAINS, ENTRANCE/EXITS, DAILY DURING PROLONGED RAINFALL.. SEDIMENT DEPOSITS MUST BE REMOVED WHEN THE STEPS/STAIRWAYS, DECKS, PATIOS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. UTILITY ENTRANCE LOCATIONS. SEDIMENT SHOULD BE DISPOSED ::F IN A SUITABLE AREA AND PROTECTED FROM EROSION BY 28. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. EITHER STRUCTURAL OR VEGETATIVE MEANS. 29. ALL BUILDING UTILITY SERVICES SHOWN ARE APPROXIMATE. REFER TO ARCHITECTURAL PLANS FOR EXACT TIE-IN LOCATIONS. SITE CONTRACTOR IS CONSTRUCTION ENTRANCE/TRAC RESPONSIBLE FOR UTILITY SERVICES TO WITHIN 10' OF THE BUILDINGS. THE CONSTRUCTION ENTRANCE TRACKING PADS SHOULD BE MAINTAINED IN A CONDITION 30. ALL PROPOSED UTILITIES AND APPURTENANCES TO BE CONSTRUCTED TO WITHIN 10' THAT WILL PREVENT TRACKING OR FLOW OF SEDIMENT ONTO THE PUBLIC RIGHT-OF-WAY. OF THE BUILDING AND IN COMPLIANCE WITH LOCAL MUNICIPALITIES CODES AND THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE. THE ENTRANCE PAD REGULATIONS GOVERNING THE INSTALLATION OF SUCH UTILITIES. SHOULD BE INSPECTED WEEKLY AT A MINIMUM, AFTER MAJOR STORM EVENTS (2" OR 31. MINIMUM SIDEWALK GRADES ARE TO BE 1/4" PER FT. SLOPED AWAY FROM THE GREATER) AND DURING PERIODS OF HEAVY USE. WHEN MUD AND SOIL PARTICLES CLOG THE BUILDING. VOIDS IN THE GRAVEL, THE PAD SHOULD BE TOP DRESSED WITH NEW STONE OR REPLACED COMPLETELY. 32. FINAL DESIGN AND LAYOUT OF UNDERGROUND GAS AND U11UTIES TO BE DESIGNED BY OTHERS IN CONJUNCTION WITH THE UTILITY COMPANIES. SITE CONTRACTOR IS RESPONSIBLE FOR COORDINAl10N MATH UTILITY COMPANIES AND ALL UTILITY CATCH BASIN INLET PROTECTION: INSTALLA71ONS ARE TO BE IN FULL COMPLIANCE WITH ALL THE UTILITY COMPANIES' ALL CATCH BASINS SHALL BE PROVIDED WITH INLET PROTECTION CONSISTING OF DESIGN AND SPECIFICATIONS. PRE -MANUFACTURED 'SILT -BAG' ':ATCH BASIN INLET SEDIMENT COLLECTION SYSTEMS UNTIL PAVEMENT BASE COURSE IS IN PLACE AND THE CONTRIBUTING DRAINAGE AREA TO THE INLET 33. ALL UNSUITABLE SOIL MATERIALS UNDER ALL INFILTRATION STRUCTURES SHALL BE REMOVED IS STABILIZED. INSPECT THE INLET PROTECTION DEVICE WEEKLY AT A MINIMUM, AND AFTER AND REPLACED WITH SAND PER 310 CMR 15.255.3. MAJOR STORM EVENTS (2" OR GREATER) THROUGHOUT CONSTRUCTION. REPAIRS ARE TO BE MADE AS REQUIRED AND SEDIMENT MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION 34. ALL WORKING WITHIN A PUBLIC RIGHT OF WAY WILL REQUIRE A ROAD OPENING PERMIT. REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE HAY BALE DIKE OR AS SPECIFIED BY THE 'SILT BAG" MANUFACTURER. 35. THE CONTRACTOR MUST APPLY FOR COVERAGE UNDER THE 2012 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR DISCHARGE FROM CONSTRUCTION ACTIVITIES (CONSTRUCTION GENERAL PERMIT). GENERAL O AND M NOTES: 36. THE CONTRACTOR MUST PREPARE A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH THE 2017 1. 7HE OWNER/CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSPECTION AND NPDES CONSTRUCTION GENERAL PERMIT. A COPY OF THE SWPPP MUST BE ON SITE AT ALL TIME THROUGHOUT CONSTRUCTION. MAINTENANCE OF ALL STORMWATER FACILITIES UNTIL THE PROJECT CONSTRUCTION IS 35. ALL WATER AND SEWER PIPE AND APPURTENANCES SHALL BE INSTALLED "OMPLETED. SUBSEQUENT TO THAT, THE FACILITY MANAGEMENT COMPANY WILL BE ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF YARMOUTH WATERR AND SEWER RESPONSIBLE. DIVISIONS. 2. THE OWNER/CONTRACTOR/FACILITY MANAGER SHALL FILE AN INSPECTION REPORT TO THE ENGINEER FOLLOWING EACH SITE INSPECTION AS RECOMMENDED ABOVE. THE INSPECTION REPORT SHALL IDENTIFY THE DATE OF INSPECTION, NAME AND CONTACT NUMBER OF RESPONSIBLE PARTY, SPECIFIC STRUCTURES INSPECTED, SPECIFIC MAINTENANCE AND/OR REPAIRS REQUIRED AND GENEt<AL OBSERVATIONS. ANY DEFICIENCIES NOTED IN THE INSPECTION REPORT SHALL BE CORRECTED TO THE SATISFACTION OF THE PLANNING BOARD. 3. DISPOSAL OF ACCUMULATED SEDIMENT AND HYDROCARBONS TO BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL GUIDELINES AND REGULATIONS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL COMPONENTS OF THE STORMWATER MANAGEMENT SYSTEM AND SWEEPING ALL PAVED AREAS. SEE SHEET 3 FOR GENERAL NOTES AND LEGEND - SEE SHEET 4 FOR CONSTRUCTION NOTES FILE:3376.00-CON APPLICANT: GRADING AND DRAINAGE PLAN Sheet of Designed by : SCALE ■ C KI '" Drawn b y ® y. N s 3 AJD 8 28 24 PER PEER REVIEW COMMENTS CON SER V GROUP, INC. FOR 4 10 an i C DESIGN ENGINEERS INC. Checked by : 0 10SC00 4" = 40' �a��FQ �\�� 2 AJD 8 20 24 PER CLIENT REQUEST 110 STATE ROAD, SJITE 7 770 ROUTE 28 JOB NUMBER ■= ' - Survey chk. by 2 0 80 "G 1 AJD 6 28 24 SITE PLAN REVIEW COMMENTS SOUTH YARMOUTH, MASSACHUSETTS 02664 P.O. Box 1051, Sandwich, MA 02563 (508) 888 9282 Approved by : DATE NO. BY DATE REVISION SAGAMORE BEACH, MA 02562 3376.00 JU N E 6, 2024 MAP 32, PARCEL 9 N/F PIRATES COVE EAST F Aim - SEPTIC SETBACKS (MIN.) " 4 1L �� ,� '�` AL � S , SEPTIC TANK LEACHING FACILITY '��E 4 ► � I AL 'I� IL '�`- � PROPERTY LINES 10' PROPERTY LINES 10' � ' �~ ''14 CELLAR WALL 10' CELLAR WALL 20' q 4 � ALL L IL AL NYC � WELL 50 WELL 100`?4 DRYWELL 10' DRYWELL 25' `c 78 ^� MAP 41, PARCEL 49 ,L � � N/F ' q3 4 I \�9`d TOWN OF YARMOUTH ALL1L 8 AL AL < I 3 k_ .8- l pz, l �/V p q8 � A q2 _ a q3 FLUSH MOUNTED CAST IRON ROAD BOX WITH REMOVABLE COVER SET IN 18" x 18' CONCRETE COLLAR? SCREW TYPE / CAP FINISHED GRADE 12" 4' PERF. PIS NATURALLY LEXTEND OCCURING SOIL TO NATURAL SOIL 1NSPEC'TfON PORT DETAIL NOT TO SCALE � 4 q35 4- q2� t MAP 33, PARCEL 41.3 / 4 `- N/F JOSEPH R. TOPPI TR q25 ZANp\ r, q ` / 4 4 d 4 ------ q3� q29 / r 4 5--------8.7- 8 1001 PROPOSED eDRAINAGE RAIN 4 5 6 WETLAND BUFFEF \ 3 41 I g' t1�r E CCB .�� ° , -WMND BUFFER �. 50 �.a Res a a.1.,'-.•�,-�, s m r, '� ��.__.. i 35' NO TOUCH PROPOSED FLOOR DRAIN `�� �6. ��--° �s,lTLAND BUFFERS MAP 33, PARCEL 41.2 IAj 6.1 � / OIL/WATER SEPARATOR MANHOLE (OWS1) -- w� * ` 3:1 - JOSEPH N TOPPI TR RIM=11.3 t a `� ..._..__ � 4 ;, _ . 4 INV. IN=9.58 (CI) _0 _ - _8 4" INV. OUT=9.25'(PVC) TO HOLDING TANK (TO BE �,,- PLUGGED WHEN RTE 28 DISCHARGE IS ALLOWED 1*7,21 4 INV. OUT=9.25 (PVC) I TO FUTURE SEWER ( o�AA 6 ky, 4" PVC VENT LOCATION TO BE TO VENT COORDINATED WITH ON ROOF THE OWNER AND ARCHITECT PROVIDE INSECT SCREEN ON SOIL OPENING ABSORPTION ATTACH PIPE PROPOSED SYSTEM TO PROPOSED BUILDING BUILDING EDGE OF FIELD PROPOSED PERFORATED PVC PIPE BUILDING COLLECTOR PIPE oaj5 PLAN VIEW VENT DETAIL PLAN VIEW w NOT TO SCALE CONNECTION (TO BE PLUGGED UNTIL RTE 28 I l q a ,a-4 DISCHARGE IS ALLOWED r' E P'r/ f E ` CCBk , �` GRAVEL DRIVE ' CCB `'' ' , 7 8; ^ /i..l� CLEAN BACKFILL 111ttlIl/f9ttrip� i 9 ,,.., I �� ; � � ' 4 2' LAYER OF "� � 9" MINIMUM I. 36" MAXIMUM I ao -0 i { v �q9 ; a,•, \ �` 1 /8" TO 1 /2" PROPOSE 1000 GALLON - o� s`" 0 � � °° , ` r DOUBLE wnsHEo oo � 06 INDUSTRI L WASTEWATER `" >'`' '� ��I... f ��_. � PEA GRAVEL A�L° ° t HOLDING TANK. 0 BE PLUGGED I �t10J3 C6, PROPOSED RETAINING WALL c > ° 3/4" WHEN I RTE 28 SEWER �' k10,3 (i Q Q o DOUBLE DISCHARGE IS ALLOWED. I - 10 a ° Q WASHED ° w: k k10.3 1, "� ° ., 8� 2 0 MIN STONE ,_ t, C o� o .moo 10 Op z I I ST d Q o 4" PERFORATED 2.0' a a PVC SCHEDULE 40 .-.._ { ADJACENT 5.0' MINIMUM l SEPARATION KIA f OP' CCB 4.N '�... \ I # l DISTANCE f DEALERSHIPK - °i ' --��-PARCEL 41.1 * MAINTAIN 6.0 FEET GROUNDWATER TER BUILDING € ' �' MAP 33, BETWEEN TRENCHES I mo • IF _ TRANSITION CENTERS TYPICAL LEACHING TRENCH I ` �` INC. CROSS-SECTION _ .. c'I, NOT TO SCALE PROPOSED BOLLARD (7,( ) (2) PROPOSED 4 VENTS - o y FOR FLOOR DRAIN OIL/ "�- CO WATER SEPARATOR MANHOLE `', P vcc 0 O It TP a 3.1 ` PROPOSED 2 COMPARTMENT 4500 GAL SEPTIC TANK (WIGGINS PRECAST H2O OR APPROVED EQUAL) SEEIn DESIGN FORMULA FOR MINIMUM COMPARTMENT SIZES a T 3 1 TP-3 PROPOSED o PROPOSED 70'x38' SOIL ) ABSORPTION SYSTEM. °'O o BUILDING ( ADJACENT BUILDIN( r ,�3 9,991 S.F. f ' �,{ PER ONLINE MAP MAP 33, PARCEL 36.1 :'> F.F.E.=12.0 1°° N/F PROPOSED INSPECTION ; z o PORT SEE DETAIL MASH REALTY LLC ( ) I I IF° PROPOSED SMH-2 I I � � I. r'41. _ I I �` I .,F � q RIM=11.1 4 INV. IN (ALL)=8.50 II II 3 I 4" INV. OUT (ALL)=8.40� (INV. OUT TO SEPTIC TANK TO BE PLUGGED WHEN RTE 28 SEWER ,' °�, 1 I I I �• o DISCHARGE IS ALLOWED 12.5 414 , PROPOSED VENT (SEE DETAIL) ' _WvL° FEMALE AD PLTOR UG CON W FINISHED GRADE 6 RIPE I WYE ••' BRANCH INTED CAST IRON WITH ;Bf EMOVBABLE COLLAR. `- 45• BEND �"Q� `-EXISTING SEWER �� MAIN OR SERVICE NOTE: (REFER TO TYPICAL SEWER CRUSHE STONE BEDDING TRENCH SECTION DETAIL 3/4" MINIMUM TYPICAL SEWER CLEANOUT DETAIL NOT TO SCALE fy SY`'S� I I'=���� •� - � r,, 1 al°.I � �?e� t� i... �• , �„� � ®� �O � °, LEAVE SEWER LATERAL I . �2: x � ;�,1.1 �I fJ i •QJ tA.. I,,, �- 'lr'"" �;,� ,I o ��a „'°, a, }. .,,,�� � r..�....., STUBBED OUT AND CAPPED AT PROPERTY LINE FOR FUTURE _ TIE IN TO ROUTE 28 SEWER --- _-ye ,R w t wl MAIN M W - o H MAIN_-, R 9 p 0 W. E /VGC 9ArP t`fX, 10V' k>°,jfPTE. }s aSN I ` 0' I EXISTING CATCH BASIN EXISTING DRAIN MANHOLE "=u ra.- ' y v i I RIM=8 6' RIM=8.7' 156+00 � � Y I STATE HIGHWAY 150+00 151+00 149+00 BASELINE __ - -" - LAYO UT 29 17 1933 - -•._ _...� ���-� � ins _,-----��,s -- MAP 33, PARCEL 35 N/F MULTIPLE OWNERS SEE SHEET 3 FOR GENERAL NOTES AND LEGEND -SEE SHEET 4 FOR CONSTRUCTION NOTES F EOP/VGC _ - •-..... ( STATE; HIGFiWA 155+00 Mjr 153+00 ROUTE 28 �1 00 J BASELINE 152+00 r�.r 4- 4 LAYOUT #6237 , 6-7 mp VARIABLE WID 'H STATE HIGHWAY 1977 ALTERATION) (1977) riff r ___GAS---- QA VGC n EOP/VGC s GAS c;As -` _._ _.._ _,_.. - _ _.. .._ _ _.�. ...- D w w � EXISTING CATCH BASIN RIM=8.1' MAP 33, PARCEI MAP 33, PARCEL 34 BENCHMARK: N/F USGS BENCHMARK (B 57) -` �� EXISTING DRAIN MANHOLE N/F DESMOND J. KEOGH TOP OF IRON ROD CATCH (BASIN W RIM=a.r)l�oF' ` MULTIPLE OWN1 ELEV. = 8.77 RIM=8.0' o���P� ticf I (NAVD88) / ✓� Designed by _ ® Drawn by _ an I C DESIGN ENGINEERS, INC. Checked by : "•""'� P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Survey chk. by Approved by SCALE SCALE 1 " = 40' 0 10 20 40 80 DATE 1 Of ROBB SYKES NO. 35418 a ) PROPOSED DESIGN FORMULA: NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN SYSTEM REQUIRED PROVIDED DAILY FLOW- 8 SERVICE BAYS x 150 GPD/BAY 1,200 GPD 3,000 SF RETAIL ® 50 GPD/1000 SF 150 GPD 1,500 SF 017FICE ® 75 GPD/1,000 SF 112.5 GPD LEACHING AREA: (5) 70' x 2' LEACHING TRENCHES 2' EFFECTIVE DEPTH SIDEWALL: (2 x (2' x (70' + 2'))) x 5 1,440 SF BOTTOM: (70' x 2') x 5 700 SF TOTAL: LEACHING CAPACITY: 2,140 SF SIDEWALL: ',440 SF x 0.74 GAL/SF 1,065 GPD BOTTOM: 700 SF x 0.74 GAL/SF 518 GPD 1,462 GPD TOTAL: 1,583 GPD SEPTIC TAN< (2 COMPARTMENT): 1ST COMPARTMENT 2 x DAILY FLOW 2,925 GAL 2ND COMPARTMENT 1 x DAILY FLOW 1,462 GAL TOTAL: 4,387 GAL 4,500 GAL TEST PIT 1 (TP--1) - ELEVATION = 8.6'f DEPTH BOTTOM SOIL SOIL REDOXIMORPHIC FROM OF LAYER SOIL TEXTURE COLOR FEATURES OTHER SURFACE ELEV. HORIZON (USDA;) (MUNSELL) (MOTTLES) (INCHES) (FEET) 0-36 5.6t FILL - - 36-54 4.1 t B LOAMY SAND 10 YR 5/6 - - 54-86 1.4t C1 FMS 2.5 Y 5/3 - - 86-120 -1.4t C2 FINE SAND 2.5 Y 5/6 ® 941N. - WITNESSED BY. BARRY LEWIS SOIL EVALUATION BY- NYLES ZAGER DATE: MAY 8, 2024 PERCOLATION RATE: 3 MIN/INCH ® 66"-E,4" DEPTH TO GROUNDWATER: MOTTLES 0 94" PROPOSED SEWAGE FLOWS (ESTIMATES BASED UPON TITLE 5) CATEGORY AMOUNT UNJ YJJAGE FLOW ESTIMATE DESIGN FLOW (GPD) RETAIL 3,000 S.F. 50 GPD/1000 S.F. 150 OFFICE 1,500 S.F. 75 GPD/1000 S.F. 112.5 SERVICE 8 BAYS 150 GPD/BAY (450 MIN.) 1,200 TOTAE- TTf.- NOTES: 1. RETAIL AND OFFICE AREAS ARE PER FLOOR PLANS PROVIDED BY THE ARCHITECT. 2. NUMBER OF SERVICE BAYS ASSUMES X OF THE BAYS ARE IN USE AT ANY ONE TIME. SET CASTING IN GROUT AND GROUT - ALL AROUND ALUMINUM M.H. STEPS 12" O.C. - SAFETY TYPE, TO FINISHED GRADE. PAINT WITH 2 COATS OF BITUMASTIC NO. 50 ALL OVER STEEL REINFORCED TO A.S.T.M. 8 A.A.S.H.T.O. SPECS. 0.12 SQ. IN./ UN. FT. BUM RUBBER JOIN (TYP•) CONCRETE FILL -INNER - EDGE AT ELEVATION OF TOP OF CUT PIPE EDGE, 1" PITCH UP TO WALL BRICK INVERT CUT OUT PVC / SEWER PIPE � FRAME & COVER SHALL BE :_AST JORDAN IRON WORKS 8"^MIN.- ] 211"Z/2110A OR APPROVED EQUAL. SET RIM EL. AT FINISHED GRADE FUSE MAX. 2 BRICK COURSES AS NEEDED TO BRING MANHOLE \ RIM TO REQUIRED ELEVATION. STANDARD PRECAST CONE SECTION - 2' LENGTHS MIN. .• _ _ _ _ •_ STANDARD PRECAST BARREL SECTION - :: ,_ " MIN. \ j COMBINATIONS OF 1'. 2'. 3' OR 4' LENGTHS - 4 \\� STANDARD PRECAST BASE SECTION - d ' \\, 3' LENGTH USE 8" MI.. WALL AT DEPTHS GREATER 4 / 4" MIN. THAN 9 FEET. .4 8" MIN. od oo c�=mob ��oo /\\ 12- OF CRUSHED /STONE 3/4' PRECAST CONCRETE :SEWER MANHOLE (NOT TO SC)kLE) SEPTIC NOTES: 1. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. 2. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY CODE TITLE V AND THE LOCAL BOARD OF HEALTH REQUIREMENTS. 3. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND DESIGN ENGINEER. 4. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND BOARD OF HEALTH TO INSPECT. 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. 6. TIGHT JOINT (T.J.) PIPING SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) PIPE, SCHEDULE 40. ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS SHALL BE MECHANICALLY SOUND AND TIGHT. 7. DISTRIBUTION BOX SHALL BE WATER TESTED FOR LEVELNESS. DISTRIBUTION BOX SHALL HAVE AN INLET TEE EXTENDING TO ONE INCH ABOVE THE OUTLET INVERT ELEVATION. 8. THE DESIGN ENGINEER SHALL CERTIFY INSTALLATION. 9. ALL SEPTIC SYSTEM COMPONENTS SHALL BE REQUIRED TO WITHSTAND H-20 LOADING. 10. EXISTING LOT SERVED WITH TOWN WATER SERVICE. 11. CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIALS (ORGANICS, FILL, A AND B LAYER SOILS) WITHIN 5 FEET ALL AROUND AND UNDER THE PROPOSED LEACHING FIELD AND REPLACE WITH SAND CONFORMING TO 310 CMR 15,255(3). TEST PIT 2 (TP-2) - ELEVATION = 8.1'f DEPTH FROM BOTTOM OF LAYER SOIL SOIL SOIL REDOXIMORPHIC SURFACE ELEV. HORIZON TEXTURE COLOR FEATURES OTHER (INCHES) (FEET) (USDA) (MUNSELL) ) (MOTTLES) 0-36 5.1f FILL - - 36-54 3.6t B LOAMY SAND 10 YR 5/6 - - 54-86 0.9t C11 FMS 2.5 Y 5/3 - - 86-120 -1.9t C2 FINE SAND 2.5 Y 5/6 0 941N. - WITNESSED BY: BARRY LEWIS DATE: MAY 8, 2024 PERCOLATION RATE: N/A DEPTH TO GROUNDWATER: MOTTLES 0 94" SOIL EVALUATION BY: NYLES ZAGER TEST PIT 3 (TP-3) - ELEVATION = 8.6't DEPTH FROM BOTTOM OF LAYER SOIL SOIL SOIL REDOXIMORPHIC SURFACE ELEV. HORIZON TEXTURE COLOR FEATURES OTHER (INCHES) (FEET) (USDA) (MUNSELL) (MOTTLES) 0-38 5.4t FILL - - 38-56 3.9t B LOAMY SAND 10 YR 5/6 - - 56-90 1.1t C1 FMS 2.5 Y 5/3 - - 90-120 -1.4t C2 FINE SAND 2.5 Y 5/6 0 961N. _ WITNESSED BY: BARRY LEWIS DATE: MAY 8, 2024 PERCOLATION RATE: <2 MIN/INCH 0 64"-82" DEPTH TO GROUNDWATER: MOTTLES 0 96" SOIL EVALUATION BY: NYLES ZAGER TEST PIT 4 (TP-4) - ELEVATION = 7.6'f DEPTH FROM BOTTOM OF LAYER SOIL SOIL SOIL REDOXIMORPHIC SURFACE ELEV. HORIZON TEXTURE COLOR FEATURES OTHER (INCHES) (FEET) (USDA) (MUNSELL) ) (MOTTLES) 0-38 4.4f FILL - - 38-56 2.9t B LOAMY SAND 10 YR 5/6 - - 56-90 0.1f C1 FMS 2.5 Y 5/3 - - 90-120 -2.4t C2 FINE SAND 2.5 Y 5/6 ® 961N. - WITNESSED BY: BARRY LENS DATE: MAY 8, 2024 PERCOLATION RATE: N/A DEPTH TO GROUNDWATER: MOTTLES 0 96" SOIL EVALUATION BY: NYLES ZAGER TEST PIT 5 (TP-5) - ELEVATION = 4.6't DEPTH FROM BOTTOM OF LAYER SOIL SOIL SOIL REDOXIMORPHIC SURFACE ELEV. HORIZON TEXTURE COLOR FEATURES OTHER (INCHES) (FEET) (USDA) (MUNSELL) ) (MOTTLES) 0-24 2.6t FILL 24-30 2.1f B SANDY LOAM - - - 30-88 -2.7f C FINE SAND - 0 461N. - WITNESSED BY: BARRY LEWIS DATE: MAY 8, 2024 PERCOLATION RATE: N/A DEPTH TO GROUNDWATER: 46" SOIL EVALUATION BY: NYLES ZAGER WIGGINS PRECAST 4,500 GALLON H2O WIGGINS PRECAST DB9 H2O PROPOSED OVERDIG; OVERDIG UNTIL OR APPROVED EQUAL OR APPROVED EQUAL C LAYER IS ENCOUNTERED (SEE NOTE 11) FINISHED FLOOR -2 COMPARTMENT SEPTIC TANK- -DISTRIBUTION BOX- ELEVATION=12.0 PROVIDE RISER AND COVER PROVIDE RISER » 4 PERFORATED PVC, SCH 40 TO FINISHED GRADE AND COVER TO PROPOSED WITHIN 6" OF (5) 70' LONG LEACHING TRENCHES 0.5% SLOPE WITH 3/8" MIN. AND SEWER FINAL GRADE -SOIL ABSORPTION SYSTEM- 5/8" MAX. PERFORATIONS OUT OF OF BUILDING ' . -y_ F.G.=11.1't F.G.= 10.0't 0 10.5't F.G.=10.2't F.G.=10.5't F.G.=11.0't TO 8.8't OUT 20" 3' MAX. COVER 6" LIMP 9" MIN. COVER MINI. 3' MAX. COVER 8.72 MIN. TOP OF STONE 9" MIN. COVER PROVIDE 2" OF d" TO PROVIDE 2' OF 1j DOUBLE 5' • IN n ELEV.-- 8.00' WASHED STONE (TYP) WASHED STONE TYP) (�.P) I a + OUT-"- IN-� OUT N ...,"... ..... 4 PVC 8.50 ELEV. 8.3 �� � .- :v :;` •v' :.� • �� �° . ;�:::v' ELEV. 4" PVC O �:: v;t. ,:; - �::::;:; : ;1::. ;'r, .vas:� :i :it'v::'v' .r'? = �'i:v ��'v°:iv �: �v'a.� , 21 COMPARTMENT 1 1% MIN. 4' PVC 0 8.40 3,000 GAL. (MIN) , (TYP) 1% MIN. ELEV. (TYP) 7.50 BOTTOM OF TRENCH 7.13'. L 7.70 _ _ _ ELEV.=5.13 4' MINIMUM ELEV. 11.9't ��•�•��•��• �•�•��•� •�� 8.08 8.00 - - - ARATION TO HIGH PGROUNDWATER I PROVIDE LEVEL 6" L1=8't - - 12.7t COMPACTED CRUSHED t7 80' STONE BENEATH SEPTIC=15 t 70' LONG TRENCH J SMH-2 TANK PROVIDE LEVEL 6" = BOTTOM OF TRENCH LEVEL FOR ENTIRE LENGTH COMPACTED CRUSHED •, COMPARTMENT 2 STONE BENEATH 1,500 GAL. (MIN) DISTRIBUTION BOX 1. THE OUTLET TEE IS TO BE FITTED WITH A GAS 2. SEPTIC TANK SHALL BE 3. SEPTIC TANKS SHALL BE PROVIDED WITH AT BAFFLE AND EFFLUENT TEE FILTER. USE ZABEL EMBOSSED WITH SEAL STATING LEAST THREE 20" DIAMETER MANHOLES WITH PROPOSED SEPTIC SYSTEM PROFILE MODEL OR APPROVED EQUIVALENT. CONFORMANCE WITH ASTM C READILY REMO ✓ABLE IMPERMEABLE COVERS OF 1227-93• DURABLE MATERIAL. (NOT TO SCALE) 3 AJD 8/28 '24 PER PEER REVIEW COMMENTS 2 AJD 8 20 24 PER CLIENT REQUEST 1 AJD 6 28 24 SITE PLAN REVIEW COMMENTS NO. BY DATE REVISION APPLICANT: CONSERV GROUF, INC. 110 STATE ROAD, SUITE 7 SAGAMORE BEACH, MA 02562 SEPTIC DESIGN PLAN FOR 770 ROUTE 28 SOUTH YARMOUTH, MASSACHUSETTS 02664 JU N E 6, 2024 FILE: 3376.00-CON Sheet of 5 10 JOB NUMBER 3376.00 MAP 32, PARCEL 9 N/F PIRATES COVE EAST 149+00 STATE HIGHWAY —BASELINE — LAYOUT #2977 (1933) 150+00 -i— — — — — MAP 33, PARCEL 35 N/F MULTIPLE OWNERS all, LL_ ,,L. dL` zi 151 +00 152+00 _ I — --{- — ,b 4 IL 4 A. 4 MAP 41, PARCEL 49 4 N/F TOWN OF YARMOUTH r7 jr 153+00 r� r ! VARIABLE Yj EOP/ GC MAP 33, PARCEL 34 N/F DESMOND J. KEOGH PROPOSED SAWCUT/ PROPOSED GAS SERVICE PER UTILITY COMPANY REQUIREMENTS MAP 33, PARCEL 41.3 N/F JOSEPH R. TOPPI TR 1 ' WETLAND BUFFEF 50' '"=ND BU R 35' NO TOUCH) ,-''WETLAND BUFFERS MAP 33, PARCEL 41.2 N/F JOSEPH R. TOPPI TR �II ADJACENT BUILDING PER ONLINE MAP DATA T OHW _ a�EOP/VGC °d w . -� 17,--a Fn7,n777M F EXISTING CATCH BASIN EXISTING DRAIN MANHOLE � 5, +00 STATE HIGHWAY 155+00 RIM=8.6' — RIM=8.7' 156+00 ROUTE 28 154+00 _ _ I BASELINE --i �— LAYOUT #6237 GAS p GAS, ..— • GAS GAS ................_ %; - _....,, GAS ---- GAS —.—.,m (FRS ......,.__.. t;R�S ---"` ---^_""" STATE HIGHWAY 1977 ALTERATION) C1977) _ GAS GAS - GAS GAS W m GAS GA EOP/VGC _._ _.,.. �._ _ w D w EXISTING CATCH BASIN BENCHMARK: E., RIM=8.1' MAF' 33, PARCEL 77 USGS BENCHMARK (B 57) 4 EXISTING DRAIN MANHOLE N/F TOP OF IRON ROD CATCHXIBASIN W Q RIM=8.1' MU.,"TIPLE OWNERS ELEV. = 8.77' RIM=8.0' PROPCSED SEWAGE FLOWS (ESTIMATES BASED UPON TITLE 5) CATEGORY AMOUNT ubu SEWAGE FLOW ESTIMATE DESIGN FLOW (GPPQ 50 GPD/1000 S.F. 150 RETAIL 5,000 S.F. OFFICE 1,500 S.F. 75 GPD/1000 S.F. 112.5 SERVICE 8 BAYS 150 GPD/BAY (450 MIN.) � 1,200 �M NOTES. 1. RETAIL AND OFFICE AREAS ARE PER FLOOR PLANS PROVIDED BY THE ARCHITECT. LEGEND EXISTING EDGE OF PAVEMENT EOP/VGC EXISTING EDGE OF PAVEMENT W/ VERTICAL GRANITE CURB ti, EOP/cce EXISTING EDGE OF PAVEMENT W/ CAPE COD BERM EOD EXISTING EDGE OF DIRT 35 EXISTING 5' CONTOUR LINE _r 3 - - -- -. EXISTING 1' CONTOUR LINE X35.4 EXISTING SPOT ELEVATION � ;L _q3 A1�'L A EXISTING BORDERING VEGETATED WETLAND FLAG LINE (BVW) d'- • -g-- '� ` �C3 - L EXISTING ISOLATED VEGETATED c1 C2 WETLAND FLAG LINE (IVW) - - - - - - - - EXISTING WETLAND BUFFER EXISTING FIRE HYDRANT APPROXIMATE EXISTING WATER LINE D4 EXISTING WATER GATE OHw EXISTING OVERHEAD WIRE `01 UP #35/86 EXISTING UTILITY POLE W/ NUMBER 0 EXISTING DRAINAGE MANHOLE El EXISTING DRAINAGE CATCH BASIN ,,, , , EXISTING TREE LINE EXISTING CONIFEROUS TREE 1 ;. ' EXISTING DECIDUOUS TREE El 0 ■ EXISTING SURVEY MONUMENTS EXISTING BENCHMARK 1500 4WITH STATE HIGHWAY BASELINE LAYOUT STATION NUMBER CCB PROPOSED EDGE OF PAVEMENT W/CAPE COD BERM VGC PROPOSED EDGE OF PAVEMENT W/VERTICAL GRANITE CURB VCC PROPOSED EDGE OF PAVEMENT W/VERTICAL CONCRETE CURB w� 3 PROPOSED 5' CONTOUR LINE --,. ' 36 PROPOSED 1' CONTOUR LINE D PROPOSED DRAINAGE LINE (B PROPOSED DRAINAGE MANHOLE Q PROPOSED SEWER MANHOLE - PROPOSED LIGHT POLE ■ PROPOSED CATCH BASIN m PROPOSED DOUBLE CATCH BASIN - - - - - - - PROPOSED EROSION CONTROL D/ECG PROPOSED DOUBLE EROSION CONTROL S PROPOSED SEPTIC/SEWER LINE W PROPOSED WATER LINE PROPOSED UNDERGROUND ETC ELECTRIC LINE PROPOSED SHRUB PROPOSED TREE PROPOSED TREELINE SEE SHEET 3 FOR GENERAL NOTES AND LEGEND - SEE SHEET 4 FOR CONSTRUCTION NOTES Designed by 0` y FILE: 3376.00—CON SCALE APPLICANT: UTILITY PLAN Sheet of � ® Drawn by — �� r , ,L K� �� � 3 AJD 8 28 24 PER PEER REVIEW. COMMENTS FOR licinlic DESIGN ENGINEERS INC. Checked by : SCALE 1 " — 40' �, No. o �� 2 AJD 8 20 24 PER CLIENT REQUEST CON SER V GROUP, F', INC. 6 10 o ,0 20 4o so o �, Q 110 STATE ROAD, SUITE 7 770 ROUTE 28 JOB NUMBER _.� Survey chk. by 1 AJD —�.E 28 24 SITE PLAN REVIEW COMMENTS SOUTH YARMOUTH, MASSACHUSETTS 02664 P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 Approved by : DATE S �A EN No. BY DATE REVISION SAGAMORE BEACH, M,� 02562 13376.00 JU N E 6, 2024 .aial I CAST IRON CAP OR PLUG BELL OF PIPE •• r, OR FITTINGr. I is SHORT PIECE OF PIPE REDUCER CAP OR PLUG TEE �•i CONCRETE TO BE PLACED AGAINST UNDISTURBED SOIL (TYP.) HORIZONTAL BEND THRUST BLOCK AREA TABLES BENDS 6" PIPE 8" PIPE 10" PIPE 1/32 (11.25') 2 S.F. 2 S.F. 2 S.F. 1/16 (22.5') 2 S.F. 2 S.F. 4 S.F. 1/8 45' 2 S.F. 3 S.F. 7 S.F. 1/4 90• 3 S.F. 5 S.F. 10 S.F. PLUG OF CAP 3 S.F. 4 S.F. 8 S.F. TFFS 12" X 12" 8 S.F. 10" X 10" 12" X 10" 6 S.F. 10" X 8" 8" X 8" 4 S.F. 10" X 6" 23" X 6" 3 S.F. REDUCERS 12X10 3S.F. 12X8 4S.F. 1 2 X 6 6S.F. 10X8 2S.F. 10X6 4S.F. 8 X 6 2 S.F. VERTICAL BENDS THRUST BLOCK DETAIL (NOT TO SCALE) -III= I UNPAVED I PAVED RESTORE PAVEMENT TO MATCH RESTORE TO EXISTING (SEE SAWCUT AND EXISTING CONDITION. MATCH DETAIL) 4" LOAM & SEED II TRENCH SURFACE TI III OMMON FILL 5.0 FT. MINIMUM COMPACT IN 12" LIFTS COVER I I I I : (COMPACTED TO 95% MODIFIED �it I PROCTOR DENSITY) WARNING TAPE I "WATER" I - I I' � �� I h 12" MIN. 3I• al 2" DOMESTIC LINE COMPACTED CLEAN 200 PSI CTS SAND 0° POLYETHYLENE (PE) PIPE BED OF PIPE CLEAN SAND II o 6" FIRE LINE EARTH/ROCK CLASS 52 W D.I. PIPE (SEE TABLE) RESTORE TO EXISTING CONDITION. 4" LOAM & SEED TRENCH SURFACE 5.0 FT. MINIMUM - COVER WARNING TAPE - "WATER" COMPACTED CLEAN TRENCH WIDTH, W D DIAMETER OF PIPE W LESS THAN 12 2 12 3 15 TO 24 4 I UNPAVED I PAVED RESTORE PAVEMENT TO MATCH EXISTING (SEE SAWCUT AND MATCH DETAIL) > >' I r OMFILL COMPACT T IN 12" LIFTS (COMPACTED TO 95% MODIFIED PROCTOR DENSITY) 3 (II I 12" MIN. SAND W PIPE BED OF 6" WATER MAIN ° °rg CLEAN SAND CLASS 52 D.I. PIPE Tl= EARTH/ROCK W (SEE TABLE) TYPICAL WATER TRENCH SECTION NOT TO SCALE TRENCH WIDTH, W DIAMETEDR OF PIPE W LESS THAN 12 2 12 3 15 TO 24 4 2'-0" MIN. MUELLER SUPER ROTATE HYDRANT CENlURION - OPEN RIGHT �- AS NECESSARY CURB OR BERM FINISHED GRADE AMERICAN MANUFACTURE UNDISTURBED BOX & COVER SIDE OF TRENCH ��`I OR APPROVED EQUAL PER 1/2 CUBIC YARD OF DRAIN WATER DIVISION CRUSHED STONE ABOVE I SPECIFICATIONS DRAIN NOTE: DO NOT BLOCK D"xD%6" 6" DRAIN WITH CLASS 'C' CONCRETE I THRUST ANCHOR TEE THRUST BLOCK POURED BLOCK. AGAINST INDISTURBED o GROUND. (MIN. OF 4.0 S.F. BEARING AREA.) 4" e 10" ' 12" THREADED 3/4" TIE RODS MIN. LUG BOLTS (TYP-) (�•) HYDRANT INSTALLATION DETAIL (NOT TO SCALE) EXISTING WATER MAIN CONCRETE THRUST BLOCK 18%18" MIN. OR UTILIZE APPROVED EQUIVALENT PRECAST y THRUST BLOCKS - UNDISTURBED SIDE OF TRENCH TAPPING SLEEVE GATE VALVE MUELLER ONLY TURN RIGHT TO OPEN MECHANICAL JOINT TAPPING GATE VALVE ALL FITTINGS MECHANICAL JOINT CONCRETE SUPPORT �- UNDISTURBED EARTH GATE VALVE NOTES: EXISTING If MUELLER ONLY 1. CONCRETE THRUST BLOCK TO WATER MAIN TURN RIGHT BE USED ONLY WHERE IT WALL TO OPEN BEAR ON UNDISTURBED EARTH. 2. USE RESTRAINED JOINT FITTINGS (MEGALUG/STAINLESS STEEL WRAP AROUND OR APPROVED EQUAL) WHERE CONCRETE TAPPING SLEEVE THRUST BLOCK IS UNACCEPTABLE. 3. ALL MATERIALS AND INSTALLATION TO BE IN ACCORDANCE WITH WATER DIVISION SPECIFICATIONS. TAPPING SLEEVE AND GATE VALVE DETAIL (NOT TO SCALE) ONE LENGTH WATER MAIN 1/2 LENGTH I WATER MAIN VERTICAL SEPARATION 18" MIN. SANITARY SEWER LINE NOTE1. WWH NII SEWER AND WATER LINES CROSS, 18 INCHES OF VERTICAL CLEARANCE IS TO BE PROVIDED WITH THE WATER LINES OVER THE SEWER LINE. 2. A MINIMUM HORIZONTAL SEPARATICN OF 10 FEET IS T01 BE MAINTAINED BETWEEN WATER AND SEWS LINES EXCEPT AT CROSSINGS. 3. WHEN THE MINIMUM 18" VERTICAL SEPARATION IS NOT PROVIDED, OR WHEN THE SEWER IS ABOVE THE WATER, BOTH WATER MAIN AND SEWER LINE SHALL BE CONCRETE ENCASED AND CONSTRUCTED OF MECHANICAL JOINT CEMENT -LINED DUCTILE IRON PIPE FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE CROSSING WITH A FULL LENGTH OF WATER LINE CENTERED OVER THE SEWER. BOTH PIPES SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THEY ARE WATERTIGHT AND BOTH PIPESISHALL BE STRUCTURALLY SOUND. WATER/SEWER CROSSING DETAIL I (NOT TO SCALE) 5.0' in p,1 " 35 DOMES ®1.670" 0/C p 1 " NOTES: �O ry DETAIL-1 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 0000 000000000000000000000000000000 2 FOR CUSTOM SIZING CONTACT MANUFACTURER. 0 o000 000000000000000000000000000000 0000 000000000000000000000000000000 3. CONTRACTOR'S NOTE FOR PRODUCT AND COMPANY 000vi0000000000000000000000000000eoo INFORMATION MST WWW.CADDETAJLS.COM/INFO 00000000000000000000000000000000 REFERENCE NUMBER 681-001E '• 00000000000000000000000000000000000 I0 A A 4. DETECTABLE WARNING SURFACES SHALL CONTRAST 00000000000000OOOOo0000000000000000 0 0000000000000000000000000000000000o VISUALLY NTH ADJACENT WALKING SURFACES IN 0000000000000000000000000000000000o EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT. 000000000000000000000e000e00000000o T ooes0000000000000000000000000000000 J 000000000000000000e0000000000000000 eeee0000000000000000000000000000000 11 0000000e000000000000000000000000000 NI PLAN , 0.12' 1.870' TYP. NOT TO SCALE ti 00000 000 00000 000 00000 0000 0000 000 00000 00000 000 000 C,4 1�.125I"..�- 1.670" TYP. Q� OLE ( 1ONE.670" TYP. 1.125" 0000 0 0 0 0 0 0 0 0 O .0' POINTS PER CELL EACH rh 00 o a0 a ° O 0.045' HIGH SIDE) O . O O 0 0 0 O 0000 0000000 N p 00000 00'000000 000 O 000000000000000000 O 000 000000000 000 anC, 00 O 0000000 00 o e2s• olt How 3.00" 00 0 0 o O O o 0 0 0 ._ 0 - 3, 0• NT1cau1 EMaEOMo+r o o 0 0 SHOWN N REFLECTED' PIIONAL SOUND AMPLIFYING O PINT FLANGE 0 3' 0/C (SEE PLAtE ADDED to 00 0 O O PINT FOR OPoEMATgN) PLATE CNRER 00 0 0 0 0 0 0 0.01 0.01" SECTION A -A 0.01" 0.01• LEVEL MM-,TDCTURE 41 POINTS PER SQUARE INCH NOT TO SCALE DETAIL-1 (FULL) NOT TO SCALE CAST -IN -PLACE DETECTABLE WARNING PANEL (NOT TO SCALE) WWF 6x6 - W2.9xW2.9 4" CONCRETE SIDEWALK WITH 1/2" EXPOSED JOINTS 10 O.C. AND SCORED CONTROL JOINTS ® 5' O.C. (BROOM FINISH) • , R O 6" O•X v X v •v X ,v v^ 12" •a' Q . • Qn Sn BINDER COURSE 4 `�"#0 TOP COURSE �� 6" t7 (� 6" COMPACTED GRAVEL (M 1.03 TYPE B) MONOLITHIC CONCRETE CURB AT SIDEWALK DETAIL (OPTIONALI (NOT TO SCALE) 1 1/2" BIT CONC. TOP COURSE 2 1/2" BIT CONC. (TYPE I-1) BINDER COURSE (TYPE 1-1) 9" GRAVEL SUBBASE M 1.03 TYPE B .0 `�° �q COMPACTED SUBGRADE -,*--__OR FILL PAVEMEN� CROSS SECTION (NOT TO SCALE) - WWF 6x6 - W2.9xW2.9 4" CONCRETE SIDEWALK WITH 1/2" EXPANSION JOINTS 10 20' O.C. AND SCORED CONTROL JOINTS 0 5' O.C. 1% MIN. (BROOM FINISH) v ^ •v •v v � •v 6" COMPACTED GRAVEL BASE M 1.03 TYPE B TYPICAL CONCRETE SIDEWALK SECTION (NOT TO SCALE) PROVIDE TACK COAT AT ALL JOINTS (TYP) 12" EX. BIT. PAVEMENT -COLD PLANE 1-1/2" PROPOSED 1 1/2" BIT CONC. TOP COURSE (TYPE 1-1) PROPOSED 2 1/2" BIT CONC. BINDER COURSE (TYPE 1-1) 9" GRAVEL SUBBASE M 1.03 TYPE B PAVEMENT SAWCUT AND MATCH DETAIL (NOT TO SCALE) t 1/2" TOLERANCE t1 S MEETS VERTICAL M CURB / ::. �< i TRANSITION CURB DETAIL (NOT TO SCALE) VAN ACCESSIBLE HANDICAP PARKING HANDICAP SIGN (TYP) ��� PARKING -a_ SIGN (TYP) 45' 18'-0" 4' 3- VAN I-- 8'-0""�-----8'-0 1 4 " YELLOW STRIPING (TYP) PAINTED HANDICAP SYMBOL ON BLUE BACKGROUND (TYP) V -V (ACCESS. VAN SPACE) 5'-0" (ACCESS. CAR SPACE) HANDICAP PARKING LAYOUT (NOT TO SCALE) DOUBLE SIDED PRESSED, PAINTED °o < HANDICAP SEE S ACCESSIBLE SIGNAGE (VAN PER MASSDOT AND NOTE ACCESSSIBLE) O TOWN OF PLYMOUTH BELOW HANDICAPPED 1 SPECIFICATIONS (TYP.) PARKING ONLY GALV. STEEL 1-1/2" DIA. O POST in 1'-6" FINISHED GRADE (TYP.) SET POST IN D CONC. (TYP.) I M NOTE. (1) VAN ACCESSIBLE SIGN OR AS REQUIRED BY PARKING REQUIREMENTS HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) GRASSED 12" SHOULDER TYPE "A" BITUMINOUS BERM 4"LOAM " F7 SEED PAINTED HANDICAPPED SYMBOL DETAIL (NOT TO SCALE) TOP COURSE 9" GRAVEL SUBBASE M 1.03 TYPE B SUB -BASE ­4 PAVEMENT AND CAPE COD BERM DETAIL (NOT TO SCALE) NOTES: 1. SAWCUT NEAT LINE 6" FROM EXISTING PAVEMENT LINE AND REMOVE EXISTING PAVEMENT AND GRAVEL. REPLACE WITH CEMENT CONCRETE ANC' 2" HMA SURFACE COURSE. 18" HIGH PRECAST 2" CHAMFER �56"1 CONCRETE CURB ca, 6" co. G 4 BITUMINUOS PAVING I SAND G VE RA L I a:. III 4 BASE COURSE (S) Cp 4 4 4 G {�00�044 oBo a o omo00 0 6" 4 48$88 88 8 888 8 8 88 8 8 8�84 M 1.03 TYPE B GRAVEL FOUNDATION 18" PRECAST CONCRETE CURB DETAIL (NOT TO SCALE) BINDER / it PAINTED "STOP" DETAIL (NOT TO SCALE) SAW CUT LINES EX BINDER COURSE 6" REVEAL 6" -EX SURFACE COURSE SIDE CONCRETE ' CEMENT LIMITS 0 Q'. o o,Q Q•Q Q •Q o, Q• , 0 oQ •pro o.p, d.o' ,'a•. o'.Q'.Q• o .Q•;o�:' �O p•p,o .. �.Q, . o v ,Q of •• , o "o• EX GRAVEL SUBBASE o o CUT LINE Q 6" Q o o • a. 00. a o.. o• o • o �' o' S. I i l � ice\ j►� a I>t•� • �j� i PROVIDE WHITE PVC SLEEVES FOR FENCE/GATE POSTS -X8-/10X30 W.W.M. 6' HIGH WHITE VINYL FENCE PANELS - SEE PLAN FOR LOCATION CONCRETE SLAB -- SURFACE 3/8" UP 4,000 LB. P.S.I. CONC. SLAB •'' ' ' 6 PAVEMENTS (MAN) W/LIGHT BROOM FINISH ` ' II 2" • 4 r y ,•'yl,• ml 6" a 6" x 8"/10 x 30 W.W.M. Li T I W 2:1 2 BATTER . .: :; .. 6" COMPACTED GRAVE- SECTION A -A - - - - BASE M1.03 TYPE B11 WHITE VINYL DOUBLE GATES BIT. PAVING DUMPSTER PAD WfFENCE (NOT TO SCALE) VERTICAL GRANITE CURB (TYPE VA4) ACTED GRAVEL TRAFFIC SIGN PER SPEED MASSDOT U-CHANNEL LIMIT or SPECIFICATIONS POST30 2' - W W t` C) -1 Z � H Q DO 6 w Z PAVEMENT v 1-01\�_FINISHED 3'-0" x 18"0 M GRADE CONCRE TE �a SIGN FOOTING. 18"0 CONCRETE STRENGTH TO BE 3000 PSI. NOTE: SIGNS SHALL BE PLACED 2' OFF THE BACK EDGE OF SIDEWALK WHERE POSSIBLE, OTHERWISE MINIMIZE AMOUNT OF SIDEWALK ENCROACHMENT TRAFFIC SIGN DETAIL (NOT TO SCALE) w VERIFY IN FIELD DRAINTECH 12" SQUARE POLYOLEFIN GRATE SLOPE TO DRAIN LANDSCAPE CATCH BASIN NOT TO SCALE - COMPACTED EARTH 12" DRAIN RISER AS REQUIRED PROPOSED SUBSURFACE INFILTRATION SYSTEM NOTE: INSTALL PER MANUFACTURER'S SPECIFICATIONS 4 " YELLOW STRIPING (TYP) PAINTED HANDICAP SYMBOL ON BLUE BACKGROUND (TYP) V -V (ACCESS. VAN SPACE) 5'-0" (ACCESS. CAR SPACE) HANDICAP PARKING LAYOUT (NOT TO SCALE) DOUBLE SIDED PRESSED, PAINTED °o < HANDICAP SEE S ACCESSIBLE SIGNAGE (VAN PER MASSDOT AND NOTE ACCESSSIBLE) O TOWN OF PLYMOUTH BELOW HANDICAPPED 1 SPECIFICATIONS (TYP.) PARKING ONLY GALV. STEEL 1-1/2" DIA. O POST in 1'-6" FINISHED GRADE (TYP.) SET POST IN D CONC. (TYP.) I M NOTE. (1) VAN ACCESSIBLE SIGN OR AS REQUIRED BY PARKING REQUIREMENTS HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) GRASSED 12" SHOULDER TYPE "A" BITUMINOUS BERM 4"LOAM " F7 SEED PAINTED HANDICAPPED SYMBOL DETAIL (NOT TO SCALE) TOP COURSE 9" GRAVEL SUBBASE M 1.03 TYPE B SUB -BASE ­4 PAVEMENT AND CAPE COD BERM DETAIL (NOT TO SCALE) NOTES: 1. SAWCUT NEAT LINE 6" FROM EXISTING PAVEMENT LINE AND REMOVE EXISTING PAVEMENT AND GRAVEL. REPLACE WITH CEMENT CONCRETE ANC' 2" HMA SURFACE COURSE. 18" HIGH PRECAST 2" CHAMFER �56"1 CONCRETE CURB ca, 6" co. G 4 BITUMINUOS PAVING I SAND G VE RA L I a:. III 4 BASE COURSE (S) Cp 4 4 4 G {�00�044 oBo a o omo00 0 6" 4 48$88 88 8 888 8 8 88 8 8 8�84 M 1.03 TYPE B GRAVEL FOUNDATION 18" PRECAST CONCRETE CURB DETAIL (NOT TO SCALE) BINDER / it PAINTED "STOP" DETAIL (NOT TO SCALE) SAW CUT LINES EX BINDER COURSE 6" REVEAL 6" -EX SURFACE COURSE SIDE CONCRETE ' CEMENT LIMITS 0 Q'. o o,Q Q•Q Q •Q o, Q• , 0 oQ •pro o.p, d.o' ,'a•. o'.Q'.Q• o .Q•;o�:' �O p•p,o .. �.Q, . o v ,Q of •• , o "o• EX GRAVEL SUBBASE o o CUT LINE Q 6" Q o o • a. 00. a o.. o• o • o �' o' S. I i l � ice\ j►� a I>t•� • �j� i PROVIDE WHITE PVC SLEEVES FOR FENCE/GATE POSTS -X8-/10X30 W.W.M. 6' HIGH WHITE VINYL FENCE PANELS - SEE PLAN FOR LOCATION CONCRETE SLAB -- SURFACE 3/8" UP 4,000 LB. P.S.I. CONC. SLAB •'' ' ' 6 PAVEMENTS (MAN) W/LIGHT BROOM FINISH ` ' II 2" • 4 r y ,•'yl,• ml 6" a 6" x 8"/10 x 30 W.W.M. Li T I W 2:1 2 BATTER . .: :; .. 6" COMPACTED GRAVE- SECTION A -A - - - - BASE M1.03 TYPE B11 WHITE VINYL DOUBLE GATES BIT. PAVING DUMPSTER PAD WfFENCE (NOT TO SCALE) VERTICAL GRANITE CURB (TYPE VA4) ACTED GRAVEL TRAFFIC SIGN PER SPEED MASSDOT U-CHANNEL LIMIT or SPECIFICATIONS POST30 2' - W W t` C) -1 Z � H Q DO 6 w Z PAVEMENT v 1-01\�_FINISHED 3'-0" x 18"0 M GRADE CONCRE TE �a SIGN FOOTING. 18"0 CONCRETE STRENGTH TO BE 3000 PSI. NOTE: SIGNS SHALL BE PLACED 2' OFF THE BACK EDGE OF SIDEWALK WHERE POSSIBLE, OTHERWISE MINIMIZE AMOUNT OF SIDEWALK ENCROACHMENT TRAFFIC SIGN DETAIL (NOT TO SCALE) w VERIFY IN FIELD DRAINTECH 12" SQUARE POLYOLEFIN GRATE SLOPE TO DRAIN LANDSCAPE CATCH BASIN NOT TO SCALE - COMPACTED EARTH 12" DRAIN RISER AS REQUIRED PROPOSED SUBSURFACE INFILTRATION SYSTEM NOTE: INSTALL PER MANUFACTURER'S SPECIFICATIONS CURB "LEVEL LANDING" WITH TRANSITION DETECTABLE WARNING PANEL MATCH EXISTINGTO LINE UP NTH STRIPED AISLE 1 5%* ROADWAY Q�1 1.5% SLOPE FOR DRAINAGE A SIDEWALK CURB TRANSITION IFOUNDA110NI SECTION A -A (HSL) ewe° ° �t HIGH SIDE �ANSITION ° ooso°� o e , °° °°° a.57 A 33'_0° CURB FACE OF CURB (6'-6" LOW LIMITS CIF CEMENT TRANSSnON CONCRETE RAMP NOTES: 1. THE DIMENSIONS SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES. 2. RAMP CROSS SECTION TO BE SAME AS ADJACENT SIDEWALK l e DEPTH OF SURFACE AND F OUNDATION. 3. PORTLAND CEMENT E CONCRETE RAMPS ARE TO BE TEXTURE D BY GROOMING IN A IR D ECTION PARAL LEL TO THE LENGTH F 0 THE RAMP. 4. ROADWAY SIDEWALK CROSS SLOPES FOR BRICK CE MENT C ENT CONCRETE AND BITUMINOUS CONCRE TE, WILL BE 1.55 A CONSTRUCTION TOLERANCE OF f0.5% IS ACCEPTABLE ON ROADWAY SIDEWALKS. IN ACCORDANCE WITH 521 CMRTHE RULES AND REGULATIONS OF THE ARCHIT ECTURAL ACCESS BOARD AAB THE SIDEWAL K SLOPE CANNOT ( )• EXCEED 2.0%. 5. AN UNOBSTRUCTED PATH OF TRAVEL WITH A MINIMUM WIDTH OF N-3' SHALL BE MAINTAINED PAST ALL OBSTRUCTIONS (UTILITY POLES, SIGNS, SIGNAL FOUNDATIONS AND MASTS, MAILBOXES, ALONG DRIVE OPENINGS, ETC.) 6. THE WHEELCHAIR RAMP SLOPES AND SIDE SLOPES (TRANSITIONS) WILL BE 7.5% WITH A CONSTRUCTION TOLERANCE OF 0.5X HOWEVER, THESE SLOPES MAY BE FLATTER WHEN WARRANTED BY SURROUNDING CONDITIONS. 7. WHERE THE ROAD PROFILE EXCEEDS 4X THE HIGH SIDE TRANSITION LENGTH UNDER ANY CONDITIONS NEED NOT EXCEED 15 FEET. 8. IN NO CASE WHERE A STOP LINE IS WARRANTED, SHALL A RAMP BE PLACED ON THE TRAFFIC APPROACH SIDE OF THAT STOP LINE. 9. FIXED OBJECTS (I.E. UTILITY POLES, HYDRANTS, SIGNS, SIGNAL FOUNDATIONS, ETC.) MUST NOT ENCROACH ON ANY PART OF THE WHEELCHAIR RAMP INCLUDING TRANSITION SLOPES. 10.AT NO TIME IS ANY PART OF THE WHEELCHAIR RAMP, EXCLUDING CURB TRANSITIONS, TO BE LOCATED OUTSIDE THE CROSSWALK. THE WHEELCHAIR RAMP ENTRANCE IS TO BE CENTERED IN THE CROSSWALK WHENEVER POSSIBLE. 11.CATCH BASINS WHICH ARE TO BE LOCATED IN THE VICINITY OF A WHEELCHAIR RAMP SHALL BE LOCATED UPGRADE OF THE RAMP ENTRANCE. 12.THE ENTRANCE OF A WHEELCHAIR RAMP SHALL BE FLUSH WITH THE ROADWAY. 13.TESTING SURFACE: WHEN TESTING WITH A STRAIGHTEDGE PLACED PARALLEL TO THE LINE OF THE SLOPE THERE SHALL BE NO DEVIATION FROM A TRUE SURFACE IN EXCESS OF 1/4'. HSL CURB TRANSITION LENGTHS ROADWAY HIGH SIDE DE PROFILE TRANSITION GRADE (X) LENGTH 0 6'-6" >0-1 7'-8" >1-2 9'-0" >2-3 11'-O' >3-4 14'-0" >4 15'-0" MAX. NOTE: ► BASED ON A DESIGN SLOPE OF 7.5X AND A REVEAL OF 6" WHEELCHAIR RAMP DETAIL EGEND HLSL = HIGH SIDE TRANSITION (NOT TO SCALE) ° (SEE TABLE) = TOLERANCE FOR CONSTRUCTION t0.5% FILE: 3376.00-DET Designed by OF : SCALE SN I APPLICANT: DETAIL PLAN Sheet of ® Drawn by : G, 3 1 AJD 8/28 - 24 PER PEER REVIEW COMMENTS CON SER V GROUP N C. FOR 7 0 Y KI '+ '� , an I C DESIGN ENGINEERS INC. Checked by . 2 ; AJD 8 2 24 PER CLIENT REQUEST 770 ROUTE AS NOTED 1 AJD 6 �8 24 SITE PLAN REVIEW COMMENTS 110 STATE ROAD, SUITE 7 28 JOB NUMBER survey chk. by ,�� � G .- SOUTH YARMOUTH, MASSACHUSETTS 02664 P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 DATE LEN`N I SAGAMORE BEACH, MA 02562 Approved by N0. BY DATE REVISION DUNE 6, 2024 3376.00 -PAVEMENT AMERICAN MANUFACTURE - BUFFALO SLIDING STYLE 5' CURB BOX OR APPROVED EQUAL PER WATER UNLESS DIVISION SPECIFICATIONS OTHERWISE APPROVED DOMESTIC SERVICE TO BE 2" 200 PSI CTS WATER MAIN POLYETHYLENE (PE) PIPE OR APPROVED 45' EQUAL PER WATER DIVISION SPECIFICATIONS O C:) BACKFILL WITH - ��o RANUL �0 MATERIAL WITH o'o CORPORATION STOPS �o MAXIMUM PARTICLE 2" FORD FB1000-7-Q 00 0o0SIZE 1", MINIMUM 0 0 OR APPROVED EQUAL PER o0 0 2 CUBIC FEET WATER DIVISION SPECIFICATIONS WATER SERVICE SECTION DETAIL (NOT TO SCALE) I FRAME & GRATES SHALL BE EAST JORDAN FRAME TO BE SET IRON WORKS 5448Z/552OM5 GRATE FLANGES IN FULL BED SHALL BE SET TO MAXIMIZE FLOW OF MORTER INTERCEPTION LEVELING COURSE /BRICK AS REQUIRED FOR GRADE ADJUSTMENTS I (2' MIN. TO 5' MAX.) 24% 48" WEEPHOLE MORTAR ALL JOINTS PROVIDE "V" 60" DIA. /OPENING w 1' TO 4' RISER 1" CLEAR CLEANOUT OUTSIDE OF PIPE PLUS 3" CLEARANCE SECTION -L NQRMAL WATER ADS ELBOW TO MATCH PIPE LEVEL IN 4,-0" DIAMETER. REMOVABLE FOR SUMP MAINTENANCE SUMP MIN. 0.12 SO. IN. STEEL 5" MIN. PER VERTICAL FOOT, PLACED ACCORDING TO AASHTO DESIGNATION .000 C. 0 o. 8" MIN. o PRECAST CONCRETE GRAVEL BASE DOUBLE CATCH BASIN WITH GAS TRAP AND CLEANOUT (NOT TO SCALE) MATS/BLANKETS SHOULD �G BE INSTALLED VERTICALLY TAMP DOWNSLOPE. SOIL OVER MAT BLANKET _V -V 41 / r M r /\/ SEE ANCHORING NIL HORI G 1-12 BIONET SC150BN OR r // �r r r \�/ 12" APPROVED EQUAL / / 6" EROSION CONTROL MIN. 4" BLANKET OVERLAP r CTADI CC RRENOF TO ISOMETR/C VIEW MANUFACTURER'S SPECIFICATIONS FOR ADDITIONAL INSTALLATION TYPICAL SLOPE INFORMATION. SOIL STABLIZATION ANCHORING DETAIL EROSION CONTROL BLANKET INSTALLATION DETAIL NOT TO SCALE INLET D A B INLET D A B 4" 4'-0"0 3'-0' 2'-6" 8" 5'-0"0 6'-0' 5'-0' 5" S-6'0 5'-0' 4'-0' 5'-6'x 5'-6' 4'-6" 4'-0' V-6"x 3'-6' 4'-0" 3'-D' 6'-0"0 4'-0' 3'-6- 4'-0" 3'-8' 3'-0' 6'-O"x 6'-0" 3'-0' 2'-6" 4'-O'x 4'-0" 3'-0" 2'-6" 6'-6"0 3'-6" S -0" 4'-6- 3'-0' 2'-6' 6'-6"x 6'-6' 3'-0' 2'-6- 6' 4'-0"0 5'-0" 4'-6" 10" 5'-6"0 7'-6' 6'-6" 4'-0"x 4'-0' 4'-0" S-6" 4'-6"0 4'-0: T-6" 6'-O'x 6'-0• 5'-6- 4'-6- 4'-6"x 4'-6" 3'-6" 3'-0" 6'-0'E 6'-6" 5'-6- 5 _O"0 S-6" 3'-0" 5'-0"x 5'-0' S-O' 2'-6' 6'-6"x 6'-6' 5'-0" 4'-0" FRAME & COVER SHALL BE EAST JORDAN IRON WORKS 2114Z/2110A OR APPROVED EQUAL. SET RIM EL. AT FINISHED GRADE 4' ROOF VENTS FRAME TO BE SET IN FULL BED OF MORTA SCHEDULE 40 PVC OUT TO 2" MAX. INDUSTRIAL WASTE HOLDING TANK. FINISH GRADE (TO BE PLUGGED UPON CONNECTION TO ROUTE 28 SYSTEM.) BRICK LEVELING COURSE AS REQUIRED p FOR GRADE o 1/8-LONG BEND ADJUSTMENTS SCH.40 PVC (2 MIN. - 5 MAX.) < SCH.40 PVC TEE ClWATER FROM LINE FLOOR DRAIN 4" 45. OUTLET TO SANITARY SEWER PLUGGED INLET TO BE REMOVED SCH.40 PVC PIPE UPON CONNECTION TO THE ROUTE 28 D MIN. SEWER SYSTEM. 8" POURED IN PLACE CONCRETE; • 8" PRE -CAST OR SOLID CONCRETE 8" 8" BLOCKS WITH FULL MORTARED JOINTS, HORZ. AND VERT., PLASTERED INSIDE AND OUTSIDE. m s WROUGHT IRON STEPS 8" MIN. GRAVEL BASE GENERAL CONSTRUCTION NQIFZL 9. WHERE SUBJECT TO FROST OR CRUSHING CONDITIONS, 1. FOR INLETS LARGER THAN 10" THE DESIGN AND OUTLET SHALL BE AT LEAST THREE FEET BELOW THE DIMENSIONS VALL BE DETERMINED FOR EACH ' SURFACE. PARTICULAR CASE. - 10. THE MANHOLE MUST BE FILLED NTH CLEAN WATER BEFORE 2. PRE -CAST SEPARATORS ARE TO HAVE ALL SPECIFIED USING, AND AFTER BEING EMPTIED FOR PERIODIC CLEANING. HOLES EITHER CORE -BORED OR CAST IN PLACE. 11. ALL OIL AND GASOLINE MUST BE REMOVED BEFORE 3. ALL INLET TRAPS TO BE PROVIDED IN ACCORDANCE WITH CLEANING OUT THE MANHOLE, AND MUST NOT BE 248 CMR 2.00. DISCHARGED INTO THE SEWER THROUGH OTHER FIXTURES. 4. OPENING SHALL BE NOT LESS THAN 24' DIA. 12. WROUGHT IRON STEPS SHALL BE SPACED ABOUT 18" APART. ALUMINUM OR PLASTIC COATED WROUGHT IRON 5. PORTLAND CEMENT MORTAR USED SHALL CONSIST OF STEPS CAN BE USED 1 PART CEMENT, 2 PARTS SAND. 13. BOTH VENTS SHALL BE EXTENDED INDEPENDENTLY 18' 6. CEMENT BRICK, HOLLOW CONCRETE OR CINDER BLOCK ABOVE THE ROOF, OR AS APPROVED BY THE LOCAL MASONRY MUST NOT BE USED. AUTHORITY. 7. THE MANHOLE SHALL BE SO LOCATED AND CONSTRUCTED 14. OUTLET PIPE TO BE 45 DEGREE ANGLE. THAT SURFACE WATER SHALL BE EXCLUDED. 8. INLET PIPE SHALL BE AT LEAST FOUR INCHES ABOVE WATER LINE. NORMALFLOOR DRAIN OIL/WATER SEPARATOR MANHOLE (NOT TO SCALE) A 240' cD FEMALE ADAPTOR FLUSH MOUNTED CAST IRON W PLUG ROAD BOX WITH EEMOVABLE / CONCRETETCOLLAR.x 18 FINISHED GRADE COMPACTED •6". PIPE COMMON FILL (NO STONES LARGER THAN 6" DIAMETER) ' 5' BEND WYE BRANCH NOTE: PROVIDE 2-WAY I - �� CLEANOUT AT PROPERTY :. 'LINE FOR SEWER SERVICE CONNECTION -�--•-FLOW °00000 0 00 0 o °�o o EXISTING SEWER MAIN OR SERVICE NOTE: CRUSHED STONE BEDDING REFER TO TYPICAL SEWER 3/4" MINIMUM TRENCH SECTION DETAIL TYPICAL SEWER CLEANOUT DETAIL (NOT TO SCALE) BRICK LEVELING COURSE FRAME & GRATE SHALL BE EAST AS REQUIRED FOR JORDAN IRON WORKS 5546Z/552OM5 GRADE ADJUSTMENTS OR APPROVED EQUAL 2' MIN. TO 5' MAX. CUT RING IN BINDER AND 12" MIN FRAME TO BE SET IN FILL WITH CONCRETE AROUND FRAME (TYP) FULL BED OF MORTAR 24" 50. MIN MIN 18' - 24" OPENING CONICAL SECTION 8" MIN. WEEPHOLE (OPENING TO BE PRECAST IN RISER SECTION) 5" MIN. MORTAR ALL JOINTS PROVIDE 1' DIA. ANTI -SIPHON HEIGHT OF RISER 48" DIA' HOLE ON TOP OF PIPE SECTIONS VARY PROVIDE "V" OPENING rn W FROM 1' TO 4' 1" CLEAR OUTSIDE OF PIPE PLUS 3" CLEARANCE MIN. 0.12 SQ. IN. STEEL PER VERTICAL NORMAL PLACED WA WATERACCORDING U12FOOT, TO AASHT DESIGNATION M-199 EL IN ADS ELBOW TO MATCH PIPE DIAMETER. REMOVABLE FOR SUMP 4'-0' �f 2, SUMP MAINTENANCE 5" MIN. 0 I. "d 0 o '000 o C. oo. % 8" MIN. c GRAVEL BASE PRECAST CONCRETE CATCH BASIN WITH GAS TRAP AND CLEANOUT (NOT TO SCALE) VARIES (SEE NOTE 5) W_ J �J SECTION A -A GENERAL NOTES: \� 1. GENERAL ARRANGEMENT DRAWINGS ONLY. CONTACT HYDRO INTERNATIONAL FOR SITE SPECIFIC FABRICATION DRAWINGS. 2. THE DIAMETER OF THE INLET & OUTLET PIPES MAY BE NO MORE THAN 24". 3. MULTIPLE INLET PIPES POSSIBLE (REFER TO PROJECT PLANS). INLET PIPE(S) CAN �� 4. INLET/OUTLET PIPE ANGLE CAN VARY TO ALIGN WITH DRAINAGE NETWORK (REFER TO PROJECT PLANS). ENTER ANYWHERE 5. PEAK FLOW RATE AND MINIMUM HEIGHT LIMITED BY AVAILABLE COVER AND PIPE DIAMETER. WITHIN 240' ARC. 6. LARGER SEDIMENT STORAGE CAPACITY MAY BE PROVIDED WITH A DEEPER SUMP DEPTH. PRODUCT SPECIFICATIONS: PARTS LIST ITEM SIZE (IN) DESCRIPTION 1 48 I.D. PRECAST MANHOLE 2 LEDGER SUPPORT 3 SEPARATION MODULE 4 24 INLET PIPE (BY OTHERS) 5 1 24 OUTLET PIPE (BY OTHERS) 6 1 30 1 FRAME AND COVER (OR GRATE) (ROUND) NOTE: PAD DIMENSIONS TO BE DETERMINED BASED UPON FINAL TRANSFORMER SPECIFICATIONS, DIMENSIONS AND WEIGHTS, REFER TO ELECTRICAL PLAN BY OTHERS. 8" COMPACTED GRAVEL TO 95% STD. PROCTOR DENSITY 3/4" CHAMFER REBAR m 12' 10" THICK IKB, ALL AROUND O.C. BOTH WAYS CONCRETE PAD AT MID -DEPTH FINISHED GRADE 6" . . CONCRETE TRANSFORMER PAD (NOT TO SCALE) A. THE TREATMENT SYSTEM SHALL USE AN INDUCED VORTEX TO SEPARATE POLLUTANTS FROM STORMWATER RUNOFF. B. THE TREATMENT SYSTEM SHALL FIT WITHIN THE LIMITS OF EXCAVATION (AREA, AND DEPTH) AS SHOWN IN THE PROJECT PLANS AND WILL NOT EXCEED THE DIMENSIONS FOR THE DESIGN FLOW RATES SPECIFIED HEREIN. C. THE TREATMENT SYSTEM SHALL CONVEY THE PEAK ON-LINE FLOW RATES OF UP TO 18 CFS WITHOUT CAUSING UPSTREAM SURCHARGE CONDITIONS. FULL-SCALE INDEPENDENT LABORATORY SCOUR TF'STING SHALL DEMONSTRATE EFFLUENT CONTROL OF LESS THAN OR EQUAL TO 5 MG/L FOR ALL FLOWS UP TO 200% OF MTFR-10F. D. THE TREATMENT SYSTEM SHALL BE CAPABLE OF CAPTURING AND RETAINING FINE SILT AND SAND SIZE PARTICLES. ANALYSIS OF CAPTURED SEDIMENT FROM FULL-SCALE FIELD INSTALLAP.ONS SHALL DEMONSTRATE PARTICLE SIZES PREDOMINATELY IN THE 20-MICRON RANGE. MORE PRODUCT INFORMATION INCLUDING REGULATORY ACCEPTANCES, PLEASE VISIT; https: //hydro-int.com/en/products/first-defense STORMWATER SEPARATOR - FIRST DEFENSE (FD-41HIC) DE AIL (NOT TO SCALE) PROPOSED BOLLARDS AT 5' O.C. MIN. AROUND TRANSFORMER (SEE PLANS) RIP RAP SLOPE IS REQUIRED FOR SLOPES STEEPER THAN 2:1-SEE DETAIL •c aimum iiiiiiiiii��i�i�/�//���I Q � _ 12'J 4" LOAM AND SEED* TYPICAL SLOPE DETAIL AT PROPERTY LINE (NOT TO SCALE) 1-2 INCH WASHED CRUSHED a•'r,;$;;''°•°`a4a., z .. R" ; STONE FREE OF CLAY, SLT, ORGANICS' OR OTHER FINE p°'`° ''''^?>°' ; ` fAND_PAVEMENT SHEA 1,000 GALLON JUMBO DRY WELL SPECIFICATIONS BMEA1ATTH CHAMBNEDR am COMPACTED FILL •' `��'�':''''�;` � " LENGTH 10.5' 1,000 GALLON 4 OZ HOH-WOVEN FILTER vAelac� `� - • 4� `: LAY-UP LENGTH 10.33' SHEA 1,000 GALLON JUMBO pgYy rPAveMEHT AROUND STONE JUMBO DRY WELL WIDTH 68" HEIGHT 26" MIN.1--- •`• • • • ..• .� • r. 3 GENERAL NOTES: • • • • • • 34.0" ,use u-PAVEMENT SUB -BASE 1. 1,000 GALLON JUMBO DRY WELL BY SHEA CONCRETE PRODUCTS INC. OF i` k r � ROCHESTER MA. 2. ALL 1.000 GALLON JUMBO DRY WELLS MUST BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL STATE AND FEDERAL f-12.0" 68.0' 34.0" ',> ,3.. °`'` - ., a;` :. ', REGULATIONS. R T N U •-,� REFER 0 MANUFACTURER SHEA CONCRETE PRODUCTS e 2 95% COMPACTED FILL TYPICAL CROSS ACTION ' = INC.'S RECOMMENDED INSTALLATION GJIDEUNES. 4 OZ. NON -WOVEN FILTER FABRIC 3. ALL 1,000 GALLON JUMBO DRY WELLS ARE TO BE H2O RATED FOR UNDER PAVEMENT AND TRAFFIC LOADS. t-1 AROUND STONE <` 20' PVC INSPECTION THE CONTRACTOR SHALL OVEREXCAVATE ALL _ft�--1-2 INCH WASHED CRUSHED PORT WITH SUITABLE H2O UNSUITABLE MATERIAL A MINIMUM OF 3' IN A ? STONE FREE OF CLAY, SILT, ROAD BOX COVER AT LATERAL DIRECTION SURROUNDING THE SYSTEM AND,, ORGANICS, OR OTHER FINE MATERIAL GRADE -SEE PLANS FOR a,.. �,? &r a AROUND AND BENEATH CHAMBER BELOW THE SYSTEM UNTIL SUITABLE SOIL (FINE T LOCATIONS BED,.. MEDI JM SAND) IS ENCOUNTERED AND THEN REPLACE 1M TH CLEAN GRANULAR FILL MEETING THE ADS PIPE FROM FIRST -DEFENCE SPECIFICATIONS OF THE STATE SANITARY CODE TITLE 6" MIN. DEPTH OF 1-2 INCH UNIT PER PLAN 5 (310 CMR 15.255(3)), AS REQUIRED. CRUSHED WASHED STONE i - L ° ° ° °SHEA ABOVE AND BELOW CHAMBER 1 4� o I I L - ---,--,,. - SECTION A -A SHEA 1,000 GALLON DRYWELL INFILTRATION SYSTEM DETAIL NOT TO SCALE Designed by _ Drawn by a n I C DESIGN ENGINEERS, INC. Checked by P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Survey chk. by Approved by : _ SCALE AS NOTED z z STABILIZE WITH EROSION MATTING / MATTING ICFONSTEEPTROLER a / THAN A 3:1• m / DOUBLE EROSION I 1111 CONTROLI FRAME & COVER SHALL BE EAST JORDAN IRON WORKS 2114Z/2110A OR APPROVED EQUAL. SET RIM EL. AT FINISHED GRADE FRAME TO BE SET IN FULL. BED OF MORTAR BRICK LEVELING COURSE AS REQUIRED FOR GRADE 12" - 24" 24„ 1" ADJUSTMENTS (2 f,IIN. - 5 MAX.) CONICAL DIA. SECTIONS 5" MIN. 8" MIN. MORTAR ALL JOINTS HEIGHT OF RISER MIN. 0.12 SO. IN. STEEL SECTIONS VAR FROM 1' TO 4' 48" f 1" DIA. PER VERTICAL FOOT, PLAITED ACCORDING TO AASATO DESIGNATION OUTSIDE OF PIPE 2" M-199 + 2" CLEARANCE CLEAR N - 1 #3 BAR AROUND OPENINGS FOR PIPES 18" r DIAMETER AND OVER, 1" MIN. COVER �o �0 a PIPE OPENINGS TO BE PROVIDE V" f 2' PRECAST IN RISER SECTION OPENINGS APPLY ANTI -SCOUR .d" 0- 8" AIIN. GRAVEL BASE o :oo MATERIAL AT ALL DROP c CONNECTIONS. CEVA DECK #110 EPDXY COATING BY EPDXY INDUSTRIES, 45 MILS THICK OR PRECAST CONCRETE DRAIN MANHOLE APPROVED EQUAL. (NOT TO SCALE) 6" FROM FACE OF WALL 4' RAILING PER CODE - TO BE SET IN CONCRETE FOOTING OR CAP UNIT ANCHORED TO WALL PER ADHERE TO TOP UNIT W/ MANUFACTURERS RECOMMENDA11ON CONCRETE ADHESIVE TOP OF WALL (TOW) DRNEWAY/PAREING AREA SET CASTING IN GROUT AND GROUT - ALUMINUM ALL AROUND ALUMINUM M.H. STEPS 12" O.C. - SAFETY TYPE, TO FINISHED GRADE. PAINT WITH 2 COATS OF BITUMASTIC NO. 50 ALL OVER STEEL REINFORCED TO A.S.T.M. 8 A.A.S.H.T.O. - SPECS. 0.12 SQ. IN./ LIN. FT. BUM RUBBER JOINT (TYP-) CONCRETE FILL -INNER - EDGE AT ELEVATION OF TOP OF CUT PIPE EDGE, 1" PITCH UP TO WALL BRICK INVERT CUT OUT PVC / SEWER PIPE J MODULAR CONCRETE FACING UNITS ; (DESIGN BY OTHERS) �' GEOSYNTHETIC REINFORCEMENT (DESIGN BY OTHERS) DRAINAGE AGGREGATE 12' THICK MN' -III I I RETAINED .�'..t.M1 �.:...::• III-III-� BACKFILL il�lllll,,ll STAKED SEDIMENT FINISH GRADE IN LIMIT OF REINFORCED LOGS AT LIMIT FRONT OF WALL OF WORK (FGF) ::.,:::.. BACKFILL (DESIGN BY OTHERS) EXISTING GROUND REINFORCED BACKFILL TO REMAIN i1 COMPACTED 95% OF MAXIMUM UNDISTURBED ; STANDARD PROCTOR DENSITY (DESIGN/SPEC. ?Y OTHERS) 4' DIA (M N.) DRAIN PIPE 1 1 I . 1 I I -.I D OF WALL OOUTLET 40 CENTERS MAX. 1 33 ( i3 j I_I E 11 .: -- 1 i y SLOPE TO DRAIN (1/8•/FT.) COMMON WKFILL LEVELING PAD 6" THICK MIN. (DESIGN BY OTHERS) TYPICAL SECTION -CONCRETE BLOCK RETAINING WALL MODULAR CONCRETE UNIT (NOT TO SCALE) I.O A L CARRIAGE BOLTS, NUTS & WASHERS TO BE GALV., ALL 8"x8"x6'-0" WOOD TO BE PRESSURE TREATED. LONG WOOD POSTS 5/8" x " 2. POSTS SHALL BE SPACED CLOSER LAG BOLTS THAN 6'-0" AS REQUIRED TO () UTT SPLICE DEFLECT GUARD RAIL ALONG 2" L CURVES. 8 a 3"x10" ROUGH FINISH GRADE 7" SAWED WOOD RAIL N PARKING r-ITi I- -III-T-III-I i -I i I -I i I I -I ` r AREA CURBING T BXC Kj, 3 AJD 8 28/24 PER PEER REVIEW COMMENTS Gill 2 AJD 8 20 24 PER CLIENT REQUEST .3 0 , E � 1 AJD 6 28 24 SITE PLAN REVIEW COMMENTS DATE / AL �N� NO. BY DATE REVISION • I I UNPAVED I PAVED TOP COURSE LOAM &SEED .-BINDER COURSE 6" WIDE YELLOW, > SUBBASE NON -DETECTABLE WARNING TAPE OMPACT ED CLEAN COMMON FILL 28" MINIMUM I 24" MIN. COVER SAND P ADING OR io CLEAN BACKFILL VARIES 2" PLASTIC SANDN ADINGILOR GAS SERVICE 4" CC�LEEqq MATERIAL 12 AWG COPPER-" TRACER WIRE WITH NDISTURSED SUBGRADE YELLOW INSUL JACKET REMOVE ALL UNSUITABL_ 2' MIN. SOIL FOR A MIN. OF 4' BELOW BOTTOM OF PIPE NOTE* BUILDER/DEVELOPER RESPONSIBLE FOR DIGGING AND BACKFILING TRENCH TO THE GAS COMPANY STANDARDS. CALL THE GAS COMPANY CUSTOMER CONNECT COORDINATOR 2 WEEKS PRIOR TO INSTALLATION DATE FOR PRECONSTRUCTION MEETING. - FOR INFORMATION ONLY - CONTACT GAS COMPANY FOR SPECIFIC DETAILS FOR THIS SITE. TYPICAL GAS SERVICE SECTION (NOT TO SCALE) III LOAM & SEED 2.0 FT. MINIMUM COVER APPLICANT: CON SERV GROUP, INC. 110 STATE ROAD, SUITE 7 SAGAMORE BEACH, MA 02562 ADS DRAIN PIPE I 8" MIN. FRAME & COVER SHALL BE EAST JORDAN IRON WORKS 2114Z/2110A OR APPROVED EQUAL. SET RIM EL. AT FINISHED GRADE USE MAX. 2 BRICK COURSES AS NEEDED TO BRING MANHOLE RIM TO REQUIRED ELEVATION. STANDARD PRECAST CONE I SECTION - 2' LENGTHS STANDARD PRECAST BARREL SECTION - COMBINATIONS OF 1', 2'. 3' OR 4' LENGTHS STANDARD PRECAST BASE SECTION - 3' LENGTH USE 8" ML. WALL AT DEPTHS GREATER THAN 9 FEET. CRUSHED/STONE 3/4" PRECAST CONCRETE SEWER MANHOLE (NOT TO SCALE) TOPSOIL TOPSOIL AND SEED AND SEED 2 VARIES 1 2 SEE ALSO STONE PIPE END DETAIL a. a ^ � �V 6" MIN. SELECT GRAVEL ^ MIRAFI FILTER OR CRUSHED STONE FABRIC, OR EQUAL 6" MIN. DEPTH RIP -RAP SUBGRADE RIP -RAP APRON DETAIL NOT TO SCALE FILTEF FABRI SHALI MIRAF WOVEN-70OX TYPICAL EMERGENCY SPILLWAY 1' AS SPEC. FOR PIPE ENDS NOT TO SCALE CONCRETE INFILL TO BE USED FOR BINDER I PAVEMENT TO MATCH EXISTING UNPAVED I PAVED 12" SAWCUT EXISTING PAVEMENT WHERE REQUIRED RESTORE TRENCH 0 p° EXISTING ROADWAY FOUNDAT1 TO EXISTING III o o ° °o o -12„ COMPACTED ROADWAY CONDITIONS > S) 1 I FOUNDATION TO MATCH EXISTING z I I TRACE WIRE OVER PIPE (6-101NCHES BELLOW FINISH GRADE) L) III COMPACTED COMMON FILL - ,,� 5 (NO STONES LARGER THAN 6" DIA.) 6" - I I- COMPACTED SELECT FILL (2" MAX. DIA. STONES) = 1 /2"-3/4" 001 " PVC SEWER MAIN o°o 0000100 o1000010 �° °o°o° .00 0 CRUSHED STONE 0 0 0 0000 00000_8" MIN. CLEARANCE 0 0 000 = 6" MINIMUM - -I I I NOTES: CRUSHED STONE EARTH ROCK 1. CONTRACTOR IS RESPONSIBLE AT HIS D + 24" MIN. OWN EXPENSE FOR REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED UTILITIES OR SERVICES WHETHER SHOWN HEREIN OR NOT. PROVIDE CONCRETE CRADLE 2. CONTRACTOR TO COMPLY WITH OSHA WHERE DEPTH OF COVER OVER REQUIREMENTS AT ALL TIMES DURING PIPE IS GREATER THAN 14 FEET TYPICAL CONSTRUCTION. SEWER TRENCH SECTION (NOT TO SCALE) I UNPAVED I 4 PAVED MPACTED CLEAN COMMON FILL I I N T -TOP COURSE -BINDER COURSE SUBBASE I I: ° SELECT SCREENED GRAVEL I VEL UNDISTURBED SUBGRADE REMOVE ALL UNSUITABLE SOIL FOR A MIN. OF 2' BELOW BOTTOM OF PIPE TRENCH WIDTH, INDIAMETER OF PIPE, D W 12" TO 18" D+16" 16�0+24 SEE SITE PLAN FOR FINISHED TRENCH SURFACE ORDINARY BORROW (MHD SPEC. M1.01.0) .11�"111 18" - YELLOW WARNING TAPE l of 1'1111 1 1 (TYP.) a O 4" PVC TELEPHONE 4. O 4" PVC CABLE TV 3" a g. FA C Fq 4" PVC FIRE ALARM • a CONCRETE ENCASEMENT 12' a ' " MIN. 3' OF CONCRETE SURROUNDING DUCT BANK 3" S" 3" T ' a T BASE SPACER (TYP.) 3" "' *ALL TRENCH CONDUITS SHALL _ BE SCHEDULE 40 PVC, UNLESS ' I -1 11�1 TT- OTHERWISE NOTED OR ALLOWED BY UTILITY COMPANY 18" - FOR INFORMATION ONLY - CONTACT UTILITY COMPANY AND REFER TO PLANS BY OTHERS FOR SPECIFIC DETAIL FOR THIS SITE. TYPICAL UTILITY TRENCH DETAIL (NOT TO SCALE) DETAIL PLAN FOR 770 ROUTE 28 SOUTH YARMOUTH, MASSACHUSETTS 02664 JU N E 6, 2024 FILE: 3376.00-DET Sheet of 8 10 JOB NUMBER 3376.00 VEHICLE ENVELOPE • VEHICLE TIRE PATH w MAP 33, PARCEL N/F TRANSITION CENT INC. ADJACENT BU PER ONLINE N �_- u - 154+ _ j 153+00� � UT i 28 155+00 152+00 - -' rt�laiM iira �u lore ! VARIABLE iY STATE HIGHWAY > 97 TERATIDN)_.. TURNING TEMPLATE DEVELOPED FIRE VEHICLE TURNING DETAIL USING AUTODESK CIVIL 3D 2022 SCALE: 1" = 40' VEHICLE TRACKING SOFTWARE. 3" MULCH REMOVE BURLAP FROM TOP j OF BALL I CONSTRUCT 4" EARTH SAUCER FILL WITH 3" BARK MULCH BACKFILL WITH PLANTING ` MIXTURE: A TOPSOIL, £" COARSE SAND AND j PEAT MOSS IN 9" LAYERS, WATER EACH LAYER UNTIL SETTLED UNDISTURBED SUBGRADE SHRUB PLANTING DETAIL NOT TO SCALE I PLANTING AND LANDSCAPING NOTES: I 1. ALL PLANT MATERIAL TO BE INSPECTED AND SEALED BY LANDSCAPE ARCHITECT. ALL SHADE TREES TO BE SELECTED AT NURSERY BY LANDSCAPE ARCHITECT IF LOCAL SOURCE. PICTURES TO BE PROVIDED TO L.A. IF USING AN OUT OF LOCAL AREA SOURCE 2. SHADE TREES TO HAVE FIRST BRANCHING STRUCTURE FROM 4.5-5' ABOVE FINISH GRADE FOR INCREASED LOW EYE LEVEL VISIBILITY. 3. ALL PLANT LOCATIONS SHALL BE STAKED IN THE FIELD, AND REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 4. NO SYNTHETIC BALL WRAP WILL BE ACCEPTED. ALL BALL WRAP SHALL BE REMOVED FROM THE TOP 2/3 OF THE BALL AFTER PLANT HAS BEEN PLACED IN HOLE TO PROPER ELEVATION. 5. ALL PLANTS SHALL BE FLOODED WITH WATER AT TIME OF PLANTING AND AGAIN 24 HOURS LATER, BEFORE PLACEMENT OF ENTIRE BACKFILL AND BARK MULCH. IRRIGATION SYSTEM 6. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE DETAILS PROVIDED FOR ADDITIONAL PLANTING REQUIREMENTS. 1. UNLESS OTHERWISE NOTED ALL LAWN AND PLANT BEDS TO BE IRRIGATED. 7. THE LANDSCAPE CONTRACTOR SHALL IMMEDIATELY REPLACE ANY 2. ALL IRRIGATION SYSTEM COMPONENTS SHALL BE SUPPLIED BY REGIONALLY AUTHORIZED PLANT MATERIAL THAT IS NOT HEALTHY AND VIGOROUS PRIOR DISTRIBUTORS TO PROVIDE SINGLE SOURCE RESPONSIBILITY FOR WARRANTY SERVICE AND TO FINAL INSPECTION OF THE PLANTING, THE LANDSCAPE OPERATIONS TO CONFORM TO SPECIFICATIONS IN ALL RESPECTS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE PLANTS FOR 2 YEARS AFTER THE DATE OF ACCEPTANCE. 3. THE CONTRACTOR IS TO SUBMIT PLANS PREPARED BY A IRRIGATION SPECIALIST TO THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 8. ALL DISTURBED AREAS TO BE LOAMED AND SEEDED. 4. SLEEVES TO BE COORDINATED, LOCATED AND INSTALLED UNDER ALL HARDSCAPE FEATURES 9• THE TREES PLANTED SHALL HAVE TEMPORARY LABELS SO THAT SUCH AS WALKS, WALLS AND DRIVEWAYS. THE CONTRACTOR IS TO IMMEDIATELY NOTIFY INSPECTORS CAN DETERMINE THAT THE REQUIRED SPECIES HAVE THE LANDSCAPE ARCHITECT OF ALL CONFLICT AND DISCREPANCIES. BEEN PLANTED. 5. UNLESS INDICATED OTHERWISE, ALL PLANT BEDS ARE TO BE IRRIGATED WITH DRIP 10. WHERE GRASS IS TO BE PROVIDED, A MINIMUM OF 4" OF LOAM IRRIGATION, ALL LAWN AREAS TO BE IRRIGATED WITH SPRAY HEADS. MODELS/TYPES T..B.D. SHALL BE APPLIED PRIOR TO THE APPLICATION OF THE GRASS AND VERIFIED BY LANDSCAPE ARCHITECT AND IRRIGATION CONTRACTOR. SEED MIXTURE. 6. THE IRRIGATION CONTRACTOR SHALL PROVIDE ALL REQUIRED PROGRAMMABLE ELECTRONIC 11. UNLESS OTHERWISE NOTED ALL LAWN AND PLANT BEDS TO BE CONTROLS, TO BE LOCATED IN THE UTILITY ROOM. IRRIGATION CONTRACTOR SHALL ALSO IRRIGATED. PROVIDE ALL REQUIRED PIPING FROM THE UTILITY ROOM OUTWARD INCLUDING ANY REQUIRED BACKFLOW PREVENTERS. 12. NO COMBUSTIBLE MULCH SHALL BE INSTALLED WITHIN 18 INCHES i OF COMBUSTIBLE PORTIONS OF THE BUILDING EXTERIOR. E Designed by Drawn by CAIn ico DESIGN ENG NEERS, INC. Checked by P.O. Box 1051, Sandwich, MA 02563 ( 08) 888 - 9282 Survey chk. by Approved by I v AIL MAP 33, PARCEL N/F TRANSITION CENT INC. ADJACENT BU I PER ONLINE N u AA 54+00 152+00 i 153+00 P. U `\' ,•, 15I+00 Yo iar�ro ! VARIABLE WIDTH STATE IPA 77.._,ALTE_RATION TURNING TEMPLATE DEVELOPED GARBAGE TRUCK TURNING DETAIL USING AUTODESK CIVIL 3D 2022 SCALE: 1" = 40' VEHICLE TRACKING SOFTWARE. INFILTRATION BASIN 3' TOP OF BASIN BERM TOP OF BAS 100-YR STORM --\ 1' FREE BOARD (MIN.) I 1' I EMERGENCY PROPOSED PIPE INLET SPILLWAY (SEE PLANS FOR ELEV) = O�oO 6" LOAM AND SEED SIDES STABILIZE ALL SIDESLOPES \ WITH EROSION CONTROL VARIES VARIES 3 \ 1 SEE MATTING (TYP) 1 1 \ NOTES / V O BASIN BOTTOM SEPARATION FROM ESTIMATED SEASONAL \ / 2' HIGH GROUNDWATER (ESHG) > 2.0' - - - - - - - - - - -' MIN PER TEST PIT RESULTS 3' IMPERVIOUS CORE - - - 6' (CLAY, SILT &SAND) SHALL CONFORM TO AASHTO - 6" LOAM AND SEED ON BOTTOM OF AND T27 SPECIFICATIONS INFILTRATION BASIN CONSTRUCTION NOTES: SIDES THE CONTRACTOR IS CAUTIONED THAT THE INFILTRATION BASIN IS DESIGNED TO INFILTRATE/RECHARGE STORMWATER PRIMARILY THROUGH THE BOTTOM THE CONTRACTOR SHALL OVER EXCAVATE ALL UNSUITABLE MATERIAL A MINIMUM OF 3' IN A AND SIDES OF THE BASIN. CONSTRUCTION TECHNIQUES THAT WOULD LATERAL DIRECTION SURROUNDING THE SYSTEM AND BELOW THE SYSTEM UNTIL SUITABLE SOIL (COARSE TO MEDIUM SAND) IS ENCOUNTERED AND THEN REPLACE WITH CLEAN GRANULAR FILL POTENTIALLY DIMINISH THE INFILTRATION CAPACITY OF THE UNDERLYING SOILS ARE TO BE AVOIDED. COMPACTION AND SILTATION OF THE BASIN MEETING THE SPECIFICATIONS OF THE STATE SANITARY CODE TITLE 5 (310 CMR 15.255(3)). FLOOR DURING CONSTRUCTION IS PROHIBITED. A. DO NOT UTILIZE ANY PORTION OF THE BASIN FLOOR AS A HAUL ROAD CONSTRUCTION NOTES: FOR MATERIAL AND HEAVY EQUIPMENT. 1. IF FILL MATERIAL IS REQUIRED, IT SHALL CONSIST OF CLEAN GRANULAR FILL MEETING THE B. DO NOT COMPACT SOILS IN THE BASIN FLOOR. SPECIFICATIONS OF THE STATE SANITARY CODE TITLE 5 (310 CMR 15.255(3)). 2. THE BASIN SIDESLOPES SHALL BE STABILIZED USING GRASS SEED MIXTURES CAPABLE OF C. DO NOT PLACE GRAVEL OR OTHER MATERIALS TO STABILIZE THE BASIN RESISTING THE ANTICIPATED SHEARING FORCES ASSOCIATED WITH RUN-OFF VELOCITIES. THE FLOOR FOR CONSTRUCTION VEHICULAR ACCESS. STRICT COMPLIANCE SEED MIXTURES SHALL BE ABLE TO WITHSTAND PERIODIC INUNDATION UNDER WATER AND WITH THE EROSION CONTROL PLAN AND THE STORMWATER OPERATIONS BE DROUGHT TOLERANT DURING SUMMER MONTHS. AND MAINTENANCE PLAN IS NECESSARY. D. THE INFILTRATION BASIN SHALL NOT, AT ANY POINT DURING CONSTRUCTION, BE UTILIZED AS A TEMPORARY SEDIMENT BASIN. E. BASIN CONSTRUCTION SHALL OCCUR AT THE EARLY STAGES OF THE PROJECT CONSTRUCTION SO THAT THEY ARE FULLY VEGETATED AND INFILTRATION BASIN SECTION STABILIZED PRIOR TO RECEIVING STORMWATER. NOT TO SCALE SCALE AS NOTED DATE ROUND TOP TO �/ 4" 0 U.N.O. STEEL PIPEQ FILLED W/ CONCRETE AND HDPE SLEEVE SHED WATER PER ARCH. DOCUMENTS 3'-0" TYP. BIT. CONC. PAVING U.N.O. CONCRETE NOTE: s 1 I 3'-j16" j 6" BOLLARDS AT HYDRANTS 1 TO BE SET A MINIMUM OF 4' AWAY FROM HYDRANT AND PLACED WITH NO 18A" OBSTRUCTIONS TO CONNECTIONS BOLLARD DETAIL (TYP) (NOT TO SCALE) PIPE DIMENSIONS (IN.) DIA. q B H L W (IN.) t1" MAX t1" 1 1 t2" 12 8.5 10 6.5 25 29 15 B.5 10 8.5 25 29 18 7.5 15 8.5 32 35 24 7.5 18 8.5 38 45 L CONNECTOR SECTION SKIRT El YP. T H E► 1' TYP. L 1<0 HOPE IA_I W _IA ADS FLARED END DETAIL NOT TO SCALE CID 3 ' _AJD 8/28 '24 PER PEER REVIEW CC 2 AJD 8, 2C) 24 PER CLIENT REQUEST 1 AJD 6 28 24 SITE PLAN REVIEW CC N0. BY ( DATE I REVISION SHIELDED LIGHT L CONNECTOR SECTION SKIRT El YP. T H E► 1' TYP. L 1<0 HOPE IA_I W _IA ADS FLARED END DETAIL NOT TO SCALE CID 3 ' _AJD 8/28 '24 PER PEER REVIEW CC 2 AJD 8, 2C) 24 PER CLIENT REQUEST 1 AJD 6 28 24 SITE PLAN REVIEW CC N0. BY ( DATE I REVISION SHIELDED LIGHT FIXTURE DIRECTION OF LIGHTING SEE POLE TO BE PLANS COMPATIBLE WITH BY LIGHT FIXTURE OTHERS DOUBLE NUT W/ LOCK WASHERS #6 CONDUCTOR TO POLE BASE GROUT AROUND BASE% BOLT COVER PLATE 3/4" CHAMFER o PROPOSED M r-PAVEMENT ANCHOR BOLTS AS OR GRASS f;. � • I BYCMANUFACETURER'S • is • ( CONDUIT 2" P.V.C. •I. • " • • •. � REBARS 4 - #4 VERTICAL _. . #3 TIES AT 12 O.C. E:•. ,a•::I CONCRETE FOOTING 3000# P.S.I. NOTE: I = COPPER GROUND RODS 3/4" WIDTH AND DEPTH OF FOOTING DETERMINED BY SIZE OF POLE t24" DIA. MIN. INTERIOR LIGHT POLE DETAIL (NOT TO SCALE) BUILDING WIDTH AND DEPTH OF FOOTING DETERMINED BY SIZE OF POLE FINISH GRADE ADS ROOF DRAIN HEADER CAST IRON ROOF DRAIN (SEE PLAN FOR 10' FROM BUILDING. SEE SIZES) PLUMBING DRAWINGS FOR io Z SIZE, LOCATION AND INVERTS .I � 45' CONNECTOR FlrnNc CAST IRON TO ADS PIPE ADS COUPLING SEE PLAN FOR SIZE 1% MIN. 1 10 ROOF DRAIN TIE-IN DETAIL (NOT TO SCALE) APPLICANT: Ts CONSERV GROUP, INC. Ts 110 STATE ROAD, SUITE 7 SAGAMORE BEACH, MA 02562 IPLANS BY SHIELDED LIGHT FIXTURE SEE PLAN DIRECTION OF LIGHTING POLE TO BE COMPATIBLE WITH LIGHT FIXTURE DOUBLE NUT W/ #6 CONDUCTOR LOCK WASHERS T O POLE BASE BOLT COVER PLATE GROUT AROUND BASE 3/4" CHAMFER 4" �,=ANCHOR1=III=111=I BOLTS AS CONCRETE CURB r' •} •i: RECOMMENDED OR CAPE COD BERM 0I � � � � • I CONDUIT 2` P.V.C. I. • •" • • •. � REBARS 4 - #4 VERTICAL . #3 TIES AT 12" O.C. NOTE: �•:'. ,a•_:I CONCRETE FOOTING 3000# P.S.I. WIDTH AND DEPTH OF FOOTING ,��-1-COPPER AD GROUND RODS 3/4" DETERMINED BY SIZE OF POLE t24" IA MIN. PERIMETER LIGHT POLE DETAIL (NOT TO SCALE) LIGHTING NOTES: 1. ALL MATERIALS AND INSTALLATION SHALL COMPLY WITH NATIONAL ELECTRICAL CODE AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. 2. THE FINISH OF POLES AND FIXTURES TO BE DETERMINED BY OWNER. 3. REFER TO ELECTRICAL SITE PLANS PLANS BY OTHERS FOR LIGHTING CIRCUITS, CONDUITS, ELECTRICAL DETAILS AND BUILDING CONNECTIONS. FILE: 3376.00-DET DETAIL PLAN sheet of FOR 9 10 770 ROUTE 28 JOB NUMBER SOUTH YARMOUTH, MASSACHUSETTS 02664 3376.00 JU N E 6, 2024 NOTE: LOCATIONS OF EQUIPMENT LAYDOWN, STAGING AREAS, STOCKPILE AND WASHOUT AREAS SUBJECT TO CHANGE BASED UPON CONTRACTOR PREFERENCE AIL ,` II' ILL IL 4 d 18 NW, d L 4 9 i� ,I � 4 q4 q4 q40 L � 4 m N MAP 41 ' PARCEL F CE O '�` , S3 19 v,w a(�/ qIf/V4 4 d q39 d q38 ©�`•'� I fi'r TOWN OF YARMOU�TH �L'= J ::)c.. -ma CO T g814.q•� AIL A 4y l �Y 4-1 e OOCPA y q 36 ILL R_ :�� S. 25 (R25) �4 0u _ IAL 23 / QUF 4 q2 O . RCEL 41 3 %s � F MAP 33, PA 100, .. JOSEPH R. TOPPI TR N6Z N e Fe - q31 6 ' \ 4g3b1g2 dg28dg2� I 9 / �p MAP 32, PARCEL 94 N/F PIRATES COVE EAST INC. EXISTING MADWAY N-4' RADIUS PLAN VIEW MAINTAIN EXISTING GUTTER FLOW 2" STONE PER MHD SPECIFICATIONS TIE INTO EXISTING BERM OR EDGE OF PAVEMENT EXISTING ROADWAY SAFE TO DRAIN 4" MIN. SECTION MIRAFI 140 N FILTER FABRIC UNDERNEATH STONE TRACKING PAD (CONSTRUCTION ENTRANCE (NOT TO SCALE) f'ROF'OSED 6DRAINAGE ,RA 11 4 ,5 �, WETLAND BUFc-EF 3�°»�°° �n m (n LLJ 1 a«. 31 _ 1 ecc50, I a' I -T=ND BU R 35(NO TOUCH) MVP-ETLAN D BUFFER-., MAP 3 3 PARCEL 41.2 Afft TT 1 JOSEPIJ R. TOPPI TR PROPOSED EROSION I t g ;� . •ClmiL101A1t r °%� C� CONTROL 1 st y �, / , { ` i\L Cl (TYP) 1 ° ��;/ ��✓�i' - INKS �_ �� 0 9 f a C �1 s 9 °D f I I ,t . t / E C6 PROPOSED RETAINING WALL IL C 8,STOp ADJACENT KIA e DEALERSHIP MAP 33, PARCEL 41.1 BUILDING. F TR ANSITION i Y DM AID INC. �rAltarKi Al�A' j " o , f CATCH BASIN INLET ES - BUSIN�)1(B1 I PROTECTION « ? Bt INESS 2 (TYP - ALL EXISTING �, - A N D� FOP V c PROPOSED CATCH TIP 4 0 i I , I BASINS)) I o %N, I. I1 TP-3 PROPOSED o ) f ._.-...______. _... _.. velour BUILDING, ' ( ADJACENT BUILDING MAP 33, PARCEL 36.1 _- 1 I AM t 9,991 S.F. PER ONLINE MAP DATA N/F 1 l F.F.E.=12.0' r MASH REALTY LLC o I _. W PROPOSED I STONE TRACKING I� PAD I1 I I o A nC co I o zo o ! JP-1 � 4 cL---------------- p I .. `r JI 1 CIW--------------- Bpi-AEOP/VGC _ ------ 't r- ---` _. • ' t 6+00 yy - EOP/vGC _. I I �'B° ,STAT'HIGHWAY 155+00 152+00 M-� 153+00 1 ROUTE 28 1`5 00 I BASELINE -I - 151+00 �Irn -4- i-i- m' LAYOUT #62 STATE HIGHWAY 150+00 37 149+00 BASELINE_ -I i VARIABLE it'ID111'�FI STATE HIGHWAY f977 ALTERATION) (1977) LAYOUT #2977 EOP/VGC I 1 EOP/VGC (1933) � w _ W PARCEL 77 MAP 33, PARCEL 34 BENCHMARK: MAP 33, NIF MAP 33, PARCEL 35 N/F USGS BENCHMARK (B 57) DESMOND J. KEOGH TOP OF IRON ROD MULTIPLE OWNERS N/F ELEV. = 8.77' e4 MULTIPLE OWNERS (NAVD88) 1. INSTALL SILTSACK PER CATCH BASIN GRATE MANUFACTURER SPECIFICATIONS IN ALL CATCH BASINS WHERE 1" REBAR FOR INDICATED ON THE PLAN BEFORE """"" •' . " BAG REMOVAL COMMENCING WORK AND IN "' ❑❑❑❑❑❑ .. PAVED AREAS AFTER BINDER ❑❑❑❑❑❑ ................ :::::...... COURSE IS PLACED, 2. GRATE TO BE PLACED OVER :::: ❑❑❑❑❑❑ ❑❑❑❑❑❑ .'. '..'..... ::::::::::: ' SILTSACK. ElElEl 3. SILTSACK SHALL BE INSPECTED PRE -MANUFACTURED PERIODICALLY AND AFTER ALL S TORM EVENTS AND CLEANING SILTSACK BY ACF OR REPLACEMENT SHALL BE . •. ENVIRONMENTAL OR PERFORMED PROMPTLY AS APPROVED EQUAL NEEDED. MAINTAIN UNTIL PLAN VIEW UPSTREAM AREAS HAVE BEEN PERMANENTLY STABILIZED. ­1A CATCH BASIN SECTION VIEW SILTSACK SEDIMEN"r TRAP DETAIL (NOT TO SCALE) 1 10' MIN 1 10' MIN 10 LINING/PO_, 10 MIL PL LINING/POLY BA 1' DEEP WASHOUT AREA (ANCHOR EVERY 2') PLAN VIEW STAKE EVERY 2' 4W BALE SECTION \.IF.W TEMPORARY CONCRETEWASHOUT NOT • SCALE 1-1 /8"x1-1 /8" WOOD STAKE EVERY 2 L.F. WHEN NOT ON PAVEMENT. WOOD STAKE TO PENETRATE NETTING, NOT CURLEX MATERIAL (TYP) STRAW BALE DL XXCESS CONCRETE 0 BE BROKEN UP ,ND REMOVED FROM ITE MAX 9" CURLEX SEDIMENT LOG, /FOR APPROVED EQUAL 3 0 DIStURBED 4v AREA PROTECTED Y.. AREA CINDER BLOCKS OR APPROVED EQUAL EVERY 5 L.F. (AT ENDS OF EACH LOG AND IN THE MIDDLE OF EACH LOG) ON UPSTREAM AND DOWNSTREAM SIDE OF SEDIMENT LOG TO SECURE SEDIMENT LOG WHEN ON PAVEMENT (TYP) PLAN VIEW 1-1/8"xt-1/8" WOOD STAKE EVERY 2 L.F. WHEN NOT ON PAVEMENT. WOOD STAKE TO PENETRATE NETTING, NOT CURLEX MATERIAL (TYP) CINDER BLOCKS OR APPROVED EQUAL EVERY 5 L.F. (AT ENDS OF EACH LOG AND IN THE MIDDLE OF EACH LOG) ON UPSTREAM AND DOWNSTREAM SIDE OF SEDIMENT LOG TO SECURE SEDIMENT LOG WHEN ON PAVEMENT (TYP) �r PROTECTED, AREA v e s J NOTES;\// CURLEX SEDIMENT LOGS 9 , \�\ ����� \////�%/� COME IN 25' SECTIONS. OVERLAP ENDS OF LOGS A MINIMUM OF 1' TO ENSURE SECTION VIEW CONTAINMENT OF SEDIMENT. SEDIMENT LOG DERAIL (NOT TO SCALE) 9" CURLEX SEDIMENT LOG, OR APPROVED EQUAL DISTURBED AREA TRAPPED SEDIMENT WATER FLOW DUST CONTROL NOTES: EROSION CONTROL NOTES 1. PRIOR TO COMMENCING SITE WORK OR EARTHWORK 1. THE CONTRACTOR SHALL TAKE STEPS TO MINIMIZE OPERATIONS, INSTALL EROSION CONTROL BARRIER AND THE AMOUNT OF DUST GENERATED ON THE SITE AND MAINTAIN THROUGHOUT ALL CONSTRUCTION. ENSURE THE SITE IS IN CONFORMANCE WITH THE DEP AIR POLLUTION CONTROL REGULATIONS 310 CMR 7.09. 2. ALL DISTURBED AREAS SHALL BE LOADED AND SEEDED IMMEDIATELY UPON COMPLETION OF 2. DUST CONTROL MEASURES SHOULD BE IMPLEMENTED CONSTRUCTION. AS NEEDED DURINGALL SITE GRADING ACTIVITIES 3. ALL MATERIALS AND STOCKPILES SHALL BE STORED AND PARTICULARLY DURING WINDY CONDITIONS. ON LEVEL AREAS. ALL STOCKPILES SHALL BE SURROUNDED BY EROSION CONTROL MEASURES, 3. WATER SHALL BE APPLIED UNTIL THE SURFACE IS SHALL HAVE SIDE SLOPES NO GREATER THAN 30 X, WET AND REPEAT AS NEEDED. WATER SHALL BE AND SHALL BE SEEDED OR STABILIZED IF LEFT APPLIED AT RATES SO THAT RUNOFF, CHANNELLING, UNDISTURBED FOR TWO WEEKS OR MORE. OR EROSION DOES NOT OCCUR. 4. SEDIMENTATION CONTROL DEVICES AND EROSION 4. OTHER POTENTIAL WETTING AND/OR DUST CONTROL CONTROL BARRIERS SHALL BE INSPECTED WEEKLY AGENTS MAY BE PROPOSED FOR USE BY THE AND MAINTAINED AS NECESSARY THROUGHOUT CONTRACTOR AND MUST BE APPROVED BY THE TOWN ALL PHASES OF CONSTRUCTION AND PROMPTLY PRIOR TO USE ON SITE. AFTER EACH RAINFALL 5. ANY SLOPE STEEPER THAN 3:1 SHALL BE EQUIPPED 5. WHEEL AND TRUCK WASHES SHALL BE USED AT SITE WITH SLOPE STABILIZATION FABRIC OR EROSION CONTROL EGRESSES AS NEEDED. MATTING. SLOPES STEEPER THAN 2:1 SHALL BE STABILIZED WITH RIP -RAP. 6. ALL TRUCKS LEAVING THE SITE WHICH HAVE BEEN 6. ALL CATCH BASINS SHALL BE PROVIDED WITH HAYBALE LOADED WITH SOIL OR DUST -PRODUCING MATERIAL DIKES OR PRE -MANUFACTURED "SILT -BAG" CATCH SHALL BE TARPED IN ACCORDANCE WITH APPLICABLE BASIN INLET SEDIMENT COLLECTION SYSTEMS UNTIL REGULATIONS. BASE COURSE IS IN PLACE. INSPECT WEEKLY AND AFTER MAJOR STORM EVENTS (I. OR GREATER) 7. ALL PAVED SURFACES AND ROADWAYS ( WITHIN 500 THROUGHOUT CONSTRUCTION. FEET OF THE SITE) ON WHICH EQUIPMENT AND TRUCK TRAFFIC C ENTER AND LEAVE THE CONSTRUCTION AREA CONTRACTOR SHALL I 7. LL INSTALL 4 CRUSHED STONE E SHALL BE SWEPT AND/OR WATERED AS NEEDED. TRACKING PAD AT ENTRANCE PRIOR TO CONSTRUCTION. 8. WIND SCREENS, WIND FENCES, SILT FENCE OR SIMILAR 8. ADDITIONAL EROSION CONTROL MEASURES SHALL BE BARRIERS SHALL BE IMPLEMENTED AS NEEDED AND INSTITUTED AS CONDITIONS WARRANT OR AS DIRECTED PLACED AT INTERVALS OF ABOUT 10 TO 15 TIMES BY THE ENGINEER AND/OR THE CONSERVATION THE BARRIER HEIGHT. COMMISION. 9. ALL CLEARING, GRADING, EARTHMOVING, AND 9• THE CONTRACTOR MUST REPAIR OR RE -SEED ANY EXCAVATING ACTIVITIES SHALL BE SUSPENDED DURING AREAS THAT DO NOT DEVELOP WITHIN A PERIOD OF PERIODS OF SUSTAINED STRONG WINDS (HOURLY ONE YEAR AT NO ADDITIONAL EXPENSE TO THE OWNER. AVERAGE WIND SPEEDS OF 25 MPH OR GREATER). 10. MATERIAL STOCKPILES SHALL NOT BE LOCATED WITHIN THE PATH OF EXISTING OR PROPOSED WATERCOURSES (BOTH TEMPORARY OR PERMANENT) OR THOSE AREAS CONSTRUCTION OPERATION SUBJECT TO STORM WATER FLOW. NOTES: 11. SEDIMENT CONTROL DEVICES AND EROSION CONTROL BARRIERS MAY BE REMOVED ONLY AFTER THE SITE HAS BEEN STABILIZED. 1. THERE WILL BE NO FUEL/CHEMICAL STORAGE ABOVE 12. ALL DISTURBED OR EXPOSED AREAS SUBJECT TO HOUSEHOLD QUANTITIES ONSITE. ALL CONSTRUCTION EROSION, WHICH REMAIN DISTURBED BUT INACTIVE FOR VEHICLES ARE TO BE FUELED OFFSITE OR VIA MOBILE AT LEAST THIRTY DAYS, SHALL RECEIVE TEMPORARY FUELING TRUCKS INCORPORATING DRIP PANS. SEEDING IN ACCORDANCE WITH THE MASSACHUSETTS EROSION AND SEDIMENT CONTROL GUIDELINES. IN ALL 2. ALL VEHICLE WASHING/WASHOUT IS TO BE CASE, STABILIZATION MEASURES SHALL BE CONDUCTED IN THE DESIGNATED WASHOUT AREA NO IMPLEMENTED AS SOON AS POSSIBLE IN ACCORDANCE IN ACCORDANCE WITH THE TEMPORARY CONCRETE WITH THE MASSACHUSETTS EROSION AND SEDIMENT WASHOUT DETAIL CONTROL GUIDELINES. 3. ALL MAJOR VEHICLE MAINTENANCE WILL BE 13. EARTHWORK ACTIVITY ON THE SITE SHALL BE DONE IN PERFORMED OFF -SITE. A MANNER SUCH THAT RUNOFF IS DIRECTED TO TEMPORARY DRAINAGE SWALES, STILLING BASINS, SEDIMENT TRAPS AND/OR SEDIMENTATION BASINS TO SETTLE OUT SUSPENDED MATERIAL PRIOR TO DISCHARGE THROUGH PERIMETER EROSION CONTROL BARRIERS. THE INFILTRATION FIELDS AND CATCH BASINS SHALL NOT AT ANY POINT DURING CONSTRUCTION, BE UTILIZED AS TEMPORARY SEDIMENT BASINS. 14. THE LOCATION OF TEMPORARY DRAINAGE SWALES, SEDIMENTATION TRAPS AND SEDIMENT BASINS SHALL BE DETERMINED IN THE FIELD AND RELOCATED AS REQUIRED AS CONSTRUCTION PROGRESSES. 15. THE CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES ADDITIONAL EROSION CONTROL FOR INSTALLATION AT THE DIRECTION OF THE ENGINEER OR THE PLANNING BOARD TO MITIGATE ANY EMERGENCY CONDITION. 16. REFER TO THE CONSTRUCTION DETAILS FOR ADDITIONAL EROSION CONTROL MEASURES. 17. THE ENTRANCE AND EXIT TO AND FROM THE SITE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITING, RELOCATION AND AUGMENTATION OF EROSION CONTROL DEVICES AS THE PROJECT PROGRESSES AND THE SITE DRAINAGE CONDITIONS CHANGE. 19. THE CONTRACTOR SHALL MODIFY EROSION CONTROL MEASURES BASED ON CHANGING SITE DRAINAGE CONDITIONS AND EXPECTED FUTURE CONSTRUCTION ACTIVITIES. 20. THE CONTRACTOR SHALL MINIMIZE THE AREA OF DISTURBED SOIL EFFORTS SHALL BE MADE TO LIMIT THE TIME OF EXPOSURE OF DISTURBED AREAS. POST SUPPORT NET TOP VIEW COUPLER � A SILTATION FENCE N FLOW BACKFILL SECTION-B SECTION -A NATIVE SOIL TOE -IN METHODS JOINING SECTIONS OF SILTFENCE SILTATION FENCE DETAIL (NOT TO SCALE) 2" SQ. WOOD POST 10' ON CENTER WRAP ATTACHMENT SUPPORT NET CORD AROUND TWICE SILTATION FENCE 2"x2" WOOD STAKE EVERY 2 L.F. WHEN NOT ON PAVEMENT. WOOD STAKE TO PENETRATE NETTING, NOT CURLEX MATERIAL (TYP) 9" CURLEX SEDIMENT LOG, OR APPROVED EQUAL (0 CN :• �' s DISTURBED AREA PROTECTED S"� } ',, TRAPPED SEDIMENT AREA t.�_ <ar:., WATER FLOW SECTION VIEW NOTES; 1) 9" CURLEX SEDIMENT LOGS COME IN 25' SECTIONS. OVERLAP ENDS OF LOGS A MINIMUM OF 1' TO ENSURE CONTAINMENT OF SEDIMENT. 2) DEPTH TO SET 2' UNLESS POST IS TO BE SET IN PEAT; IN PEAT DRIVE BEYOND 2' DEPTH BY HAND TO REFUSAL OR 3' MAX DOUBLE EROSION CONTROL DETAIL (NOT TO SCALE) FILE: 3376.00-DET Designed by : SCALE �yG� APPLICANT: EROSION CONTROL PLAN Sheet of ■ ® Drawn by SCALE 1" - 40' B SKI -4 3 AJD 8 28 24 PER PEER REVIEW COMMENTS CON SERV GROUP, N C. FOR 0 10 an ic DESIGN ENGINEERS INC. Checked by : 0 10 20 40 80 2 AJD 8 , 20 24 PER CLIENT REQUEST 110 STATE ROAD, SUITE � 770 ROUTE 28 JOB NUMBER Survey chk. by : G, 1 AJD 6 28 24 SITE PLAN REVIEW COMMENTS SOUTH YARMOUTH MASSACHUSETTS 02664 P.O. Box 1051, Sandwich, MA 02563 (508) 888 - 9282 Approved by : DATE dN LEN NO. BY DATE REVISION SAGAMORE BEACH, MA 02562 3376.00 JU N E 6, 2024