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1495 FALMOUTH ROAD/RTE 28 - PLANS (2)
N / WEQup Q�tET Revisions: // LAKE DATE DESCRIPTION 10/31/88 CONIC. PADS U 12/22/88 TREES ADDED 1/19/89 SIDEWALK AT STORE ENTRANCE t/ Ro 5 2/23/89 ADD COUNTY LAYOUT RovTi ZS ? 4/"90 ADD GREASE TRAP, LEACHING LOCUS FOR SEPTIC,NOTES f LOCUS MAP I"= 2083' f References: ASSESSORS MAP 209 LOT 81 PLAN OF LAND IN CENTERVILLE, MA AP - WATER PROTECTION OVERLAY BELONGING TO JOHN J. a SYLVIA J- DISTRICT" PENDERGAST, 11/22/65, NELSON BEARSE-RICHARD LAW, SURVEYORS-PLAN BOOK 198 PAGE 139 PLAN OF A PORTION OF OLD POST RD. AS ALTERED BY THE COUNTY COM- APPROXIMATE LOCATION 60 SO. MASS. TEL. 8k TEL. CO. EASE. MISSIONERS -BOOK 257 PAGE 75 STATE E HIGHWAY- STATE LAYOUT 1930 H ROUTE 28 ° O CB GRANI,TE.. ,,,CUR,B98.71 .,. °WG 99.23 98.91 U P ------- STRIP ;. - CONC . CURB, ,..99.81 102-.` ,.._ GRASS 0H W - --__" -- ---� 100.85 100.31 CON,C....CURB___101.18 . . ° TS GRASS R y a. 102 33 102.00 v ..... 1 -- - .., . ... ,_,rt --- CB Project Title: PROPOSED CURB 98®34 m 99.02 TS l GRASS! OHW - 0 _ 100.02.. 99.54 98.93 0TS o oTS 104� _ oTS UP - - 99.79 99.28 GRASS ., 25�� E ._.. 104.61 101.76 N 86 100.06 SIGN \ si 99.18 CAPE COD i 104.38 W,.. `` 't03.56" H J 101.81 -359.78' 99.57 '6'� BIKE - CONC. CURB _ UP . _ . E SHRUBS N 105.E �'�/"\ 10 / ICE HOUSE SIGN . SIGN O 99.04 CURB z- tT0 BE � � O • 12 ,�9" `�`�� \ GRASS CONC LT BASE A , 100.03 � BUILDING 106 05 ° BUILDING OVERHANG OVERHANG 99.1� II� - 100.06- - - - - 98.88 / PACKAGE STOKE Q to ` 03- 14�\ CONC. LIMIT OF STATE LAYOUT \ �. 0 . lol^ I �-� 1 STORY 107.0 }g\ 8"Q ` TEL. WOOD FRAME BLDG. I ,L�b�.�� 9937 \� EXISTING '6, �� 9s.96 Q' UP PROPOSED OPOSED OF I v PROPOSED LOT AREA PR \ �� � AVEME T D HRU ° 2�' .'' _ ' SLAB _.-- 5035,850f s.f. © CB 94 5 CD 94 '� s „ 7 ` ( R=g 4 8 APPR 50 _ �_ - 0 OX LOCDEEP PIT F I 99.72) SHED \ 99.29 ,^�' HW / -� �' P�� D FULL SHED _ Q �/ /� (��c (''�(�� W/4' STONE I v„'' CB/DH EXPAI V VIt.li V_� 18�0 g� Q \ / PROPOSED CELLAR �.. . i E (TO BE RELOCATED) ° EXISTING 108 �I i GREASE - 108.2 lo" \ 1 D R-g 9 45 TRAP / '��/ ' GREAS O �,� WG Q D T a tip, 9, GRASS o GG -99.06 r _ 8 ,RE LIf 12" \PRO �E IT _� , D 1 SHED RAMP / - E 9 _ io G G ON�A1 4 got 6 DIA6 DE � LP 5 OVER FSED Q 7 I _ _ E - REMOV 9" s �, �1l/3 S ON PRO S PTIC S /INV95. O DGUY HY o o GG PR POSED LP4 9� o GG S'T E� W o n/f 4" I FOR SEPTIC S D-BOX / ""' --- ° LEVINE �Qo 10" �k 8"O s�� -• SYSTEM DETAILS \ / 99.826��0 / �43�0.' I I ` I q9. ✓ O' SEE SHEET 3 OF 4 99.61 6'- 05�� o H CB =99.61 LP 3� TWIN TREE .�- ,.. ; ., J� NOTES 4 LP t 4\ �R�100.42 00 -rw M 9.65 99.49 ` o / O Oc� PREPARED FOR: 14 0.5o) Pf�O, c P� i TO B °� � M / . .. . �,r UP WG Q, �, I ) PROPERTY LINES SHOWN HEREON WERE COMPILED „109.26 s ll W/ B AO - D 100.37 65 M -E TS o CB/DH ,,,/ s� 4© IN -(9 o REMOVE �1 , `° 6-� `� o FROM A PLAN RECORDED AT THE BARNSTABLE PROP LEACHING - 5 L'2 PRO D gg 3- - ` .I I~ 9847 REGISTRY OF DEEDS PLAN BOOK 1918 PAGE 139 S J PENDERGAST /�7 s \ ( P R-100.4 PIT CHING OSE�I . CURB 9 AND DOES NOT REPRESENT AN ACTUAL SURVEY ON 7" 4" CONIC �1 TPI O R=100 PROP COUNTY TAKING THE GROUND. TRUST 44 �k Q LT BASE-�. 601 G�RB \Od 98.61 108.2 /,, \ ��- 98.96 1972 2) ELEVATIONS BASED ON AN ASSUMED DATUM. (T0� BE/RELATED) �101. a�7 \ GRASS �' p�� �gA$ 3)LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE I�lo" 102�`' �( �'0 do5� ONLY AND SHOULD VERIFIED IN THE FIELD BEFORE 04 to / \ \ GOvN� - / TS o, CONSTRUCTION. 5" 102 � ` .: 99.23 8„ 7" Q It II" s Idl0,� P� 4)EXISTING L. PITS 1,2,3,4.&5 TO BE REMOVED .AND BACKFILLED -' 4" PROP LT 100 WITH CLEAN SAND. TOP HALF OF EXISTING GREASE TRAP TO / BASE FENGE Ip 6g ' ocj� Id209 HYD ° BE REMOVED AND FILLED WITH SAND. EXISTING LINE INTO 108 7 3 P 98. GREASE TRAP TO BE PLUGGED. 1078 4`10 05 �0 / A.M. Wilson 1, / 58 5 \05. 100.44 Associates / 97.82 99.06 Inc. 10 \0 104 106.8 97.56 100.28 911 Main Street PP Osterville/MA 02655 �06�$ I GE pF - 617-428-1450 EO P ADDRESS: 1495 FALMOUTH ROAD LEGEND �d623 OWNER% S J PENDERGAST TRUST Drawing Title: 106 CATCH MANHOLBASI N MH SHOULD BE T QUESTIONS RDI DIRECTED TOEGARDING * GRADING PLAN GUTILITY POLE UP -e A.M. WILSON ASSOCIATES INC. AND 1"RAFFIC SIGN/SIGNAL TS o CONCRETE BOUND/DRILL HOLE CB/DH 911 MAIN STREET EXISTING ELEVATION 98.75 OSTERVILLE , MA 02655 GUARD POST o (508) 428-1450 UTILITY HYDRANT H Y D �- PLAN 'EXISTING CONTOURS _ -100- EXISTING LEACHING PIT LP ZONING ELECTRIC LINE-UNDERGROUND E-E-E- SANITARY SEWER -S -S S HByh� ss �!/�-(kl of All STORM DRAINS -D D D EDGE OF EXIST PAVEMENT AREA 40,000 s.f. F. FRONTAGE 20 !g! PROPOSED ELEVATION (100.00) WIDTH 160' 1` r3aY�c�r PROPOSED CONTOUR POOLSETBACKS: PROPERTY LINE ar�F � TAP FRONT YARD 60 �f�. ,•���--� EXIST. PAVE. .EDGE SIDE . YARD 30�� �� CIl PROPOSED PAVE. EDGE - - -- - REAR YARD 201 - EXISTING DECIDUOUS TREE � HEIGHT 30 EXISTING CONIFEROUS TREE �E LOT COVERAGE Scale: 1"= 20' (BUILDING) 30% _ 0 FEET SEE ZONING REGULATIONS Date: 10/19/88 Dwg No: Design: MJD Check: RFD Drawn: MJD T Job No: 2.0351.0 Sheet I Of i I I I __ -- 1_._____.__1____1_1__.___---�---''-----,--�l-------�.1-�----I ______-------- _____ ------------------�-.-.----,----�---------------------_________________ __-----____________'__----------------________ ---__________ -- -__--__- __ -- ----____--__ ____ -_---------L--,--,-,----______ _,________ -,__ , �------- - -�,----.--.---,---"---�----,--.-__________1_______________________________ __-_____ ____ __ - -- ____ ______ -__ -__- ______ ____- - --- ---- -___11-- - --____ - ____ - - - _____ -,-------- -- -------- - - -1 --------- ___ _____,_____________ - --- -------------- -- --- - I � I - I � I - I 11 - 11-1 __111 I.-_'� -1 I-- I I ,-,11 11_I � I- �'_, I .1 11 I 1� 1�I ,�z,- - , �, - . �� --"- I I � - -� 11 I -1. -, ,. 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I I I � � I I I 1,"I I I I I I - I I I � I I I I � I 11 I . I I I "I I I I I I I I I I I." � I I � 11 � I � � I I I I I . . - . I ` � I �, I I I I I I 1'� I � - I � I I - . I - I I I I � , , I � I 0 t),w I I I i�',,�, � . I I I I I I � I I I � I I I � . I � I � I I I � I � _� I I I I 1 I I I I I I I . I I � 1. I , I . I 11 � I I I I � I I I I . I - - I . , I I - , �, I I I I , � I I � - I " , . I � " I I V,J j,p()A I I -- I � I I I I I I I I I I I I �, I I .11 . I - I I I I I � I . I � I I I I . I "KF_ I 4� , ,- ; I I I I � � � I I �I I � � I -� � 111. I . I 11 I I �I 11 � I I � I � I I � � I I I I � � �11, I, 11 I, . I ,,' I I I I �/ i, I Revisions: I �I I . � I, I I I I I . I ��111: ,. . I 1, 1,11 � , � �, 11 I � I . I I I � I ��, I I I I I . .- I ,� 1. I I I -1 � � 11 ' ' , -1 � . I I I I I I I I � . I � . " I I � I I - I ' ' I � 1� � , I � I I I N - I . I I � ' ' I I I . . I � I . � I � � � . I . I I . � 0 11 � � I I I I 11 4 " ,� I I I - � I I I I I I I " . . . // I .DATE, DESCRIPTION � t , , 1� . 1. I I � � I I - 1 I � I I , I I I I I- I I � I I I I I I I I I . I I I I I � I I . .1 I - . I I I � . I *�_ - � I : 1� I 11 � � � 11 I I I I I � � ,�, � . 11 � ,� I . . I I I , I� � I I � ,� : I I � I I I i I I � I I I I ,� 1, I �I � . I I I I � I � I . � .i:�'. . � I I I � . I 11: ' 11,11, � I I� � I I I I I . I I � I 1� � . I I : ' 'I I I � � 11 I I , I I I, I - I I I I . . I - I . � I I I . I I I . I � I I , .. -1/10/89 SIDEWALK AT.STORE ENTRANCE , - ki .I I ,, I . . I I � I I I ., I I � I : I I � � � . .� . 1. : , . I I ""..", r�_) I I � "I" 1� � 11 , I � I � - � 1. I . I I I I I 11. I I I I . I - I - I . I - I I I I I I I I I I . ! I 11 I � I . I I I I � I 1 11 I ''I . � I 11 � : - I . . . I I 1. . 11 - � -1 I I I I . .1 I � I . I I I I I � 1� I I - I I I I I � . I I I I I . I I I � I I �I .. I ; I .11 I I I 11 I . � , I I 1, I � I � , 'e,� ,,,� I . I- I ,,, I . I I I I � 11 I I I. I I . �I I : I I �� I I I . I I 11 . I I I Re^ %---/" kNOTES & PARKING.CALC.,TABLE� 4' 1 1 .I I I- I I . I I I � j I I I 11 I I I I'll , I 11 -1 I � I I I I � � I I I I I I I I � I I I I I I � �1* ^7 A R,r I . - I I - ., I I I 11 I I I I I I � I . I � � 11 I � . I I � � ,, , I � I I - I 1 . .5, , I � , I � . I I I . I I I I � I I I I - � I � I, - p 11 - I I . . � I I , � I I I I � � , , I I . I I I - I ,, 11 � I . , � I I I I I I . I I I I . . I I � I I I I I � I 1 I I - I I I ' 'I I I - I I I I . - I I I � I . .1 . I - ,I .1 "I I �, � 1�. . I I � .1 I I I I I I I I I I I I I I I I I "I I I � � I � � I 1, I I 11 �I I � � . � f,J. , I 1. I I � . ' I I � � . 11 � I I � I I I �, � � I 1, I I I I I I I � - . I I I I I , I . � I � I � , ,_t.P. I I I 1, ,,,,11 � .. .1 I I, I I I I I � I I . I e I . I .I - I I I I 11 I I I I - 1� I � I I - I I � I I I 1� . I I . I I I I � ADD COUNTY I 11 I 'I' ll " . ,� I . 1 . � I �11 "I I � I I I I 11 I � I I I 11 11 � . � I 9 2/23/89 L.O. � 1� � I , , 11 I 11� I I I .11 I I I I I . . I I � � I 1. I . 1 1, I . I � 11 � . . I I I I � I N � � . I I I . � % I � . I I �� � I I ,� .1 . I . �, I ''I . I: . I ,� I � � I I I � I I I I I . I I ., - I � I . . . I � I - I I � ;; I � � I , , ,. I I I I , I . I , I I I 11 I � I I -� I � I I I � . � I I -01, - I � , I I � _1 ,. � I I I . I � I � I I I - � . I I I ,I I I I � I I ,, I I I I � � I I I � I I � .I I I� . . ". I I I R WrO-20 4/20/89 ' ADD POSTS , FENCE I �� - I I I I I I - . I I I I . � I � I I I I I I I I I , n, I . I � 11 �. I . �11 I I ,�� I - i . I z ., I I . I I � � I I I ,� � . . I I . I I 7 - , I I . I I � I , I I I � 'I I I I I I I . I I I I I 1. � I � ,- I I � I I I � . I I : 1,i I '' I - � I I 11 I I I I I I � I � I I I � ;�� I I 1 ,� , I �� I I I I . � . � � I I . . I � . ,�LUC;U5 ... , , ,, I 11 '. I I . 1 I I : I ,� I I . I I I I . I . I I I I I I I � � I I ,e_ REV. PLANTER . " ,� , � , I I �, . - 11 � I � I I I I . � � I � � � I I � I I ,� I I I I � � � I -f P. If"' I , �:',' ' . I I � . � I I � O's ... � � � . I " , , , - I I . I . � I I I I I I I . I I � I I I . I I I I I I I I I I I I I PO/V Z) I I , I I , , I " '' � ,.I I I I . -, .1 � 1 , � I � I I 1 9 -,-' Cf e,...,-, , I � I I � I "', ,�' , , I ,� I ," � I 11 I I I " I �,I , I I I I I � I ,� I I . . I, � I I I I I I � � I I I I I � � � �� I I 11 , I I I I - � I I I I I I I � I I I . I I I - I I � � I I I I � ov C:, 1� I '�,,I , �,,,, , I I 11 _. I 1� I 11� ' ' I 11 � 11 1- 1 11 I � � I. � . i I I 11 I I 11 I � I ,� I I I I " I i 11 . I I I I I - I I I 1. I I I I I . � .. ,0 .. . 4/2G/90 PARKING CACULATIONS f11 I 1, � . � I I . - I I I � I I I I I I 1, I I . I 1 � _� I , � �I I � � I I 11 I . I I I I I I � � I I I �I - I,- - I ,;, I . I,�, 1,�I , . 11 I � . I I , . -� � I � " I I I r � I I I '' I I I I �, 11.1 . . I I I . � I I I � � I I . I I . � 1. . I I ) ,--' I I I � I i:,� ,� " I 'I, 1�:" I.-I I I . . � I I 11 "I 11 I I I � . I I I �, I I I I I �I I - . I I I � I I � � I I I� I I.. I . I I I I ' '. � � 1 I , 1 , 11: . I I I I I I I - I � I I � __; I I �` :,I * ,, �',, �, I I " ,�. , , I � . .I I I. . I I . I I . I I I 11 I I . I . - I � � I I . . � I I . I I . � . I I - . I I I I I � I , ,�, � � I , � 1, � ,, _ , . - , , � I I . � I . I I I I � I I . I I I I I � I I � I . 1, I I . I I � . , , '' � - � I I I � I I I I � I I 6 � � I '' , �� 1 1. � I ' ' 11 I I I - I I I I I � � I I I I I I I 11 I I � I I I � I I I I I I Z,7 1 � 1 ,� ,1 11 " - I �, :, ',�. � I I I 1; � 111 � I - � I I I I . I � I I I I I I . � I __-,- I I I I k ��, I I I I ` I I I I I I , I I . � I I I � I I I I I .1 I I � I /" I I I �, I 1: I I I � ,� - , I , . I I I I I I I :. I I � 1, I I . I I I I I I . I -OCUS = 2083' -- 1 1 1, , 11 " . I el I I , 11 , � � � 1. I I . I . I . I � 11 . I . I � L MAP - I � , , , I I I � . I I I , � I . I " 11 I I I . 1, ' ' I I � I I I � I I � I II � I 11 I I I - . .. I ,� I I I � I I � I - I I � I I I I I I �� 11 �1 I 1� I I . 11, I I I I " I � I I I � I � I . I � 1 . � I I I 11 11 I I � I � References: I I - " p . I I I I I I I I . I I I � I 11 I � I � " " I I � I I I I - . I . I I I I . .I . I I I � I � I I I 1. I . . , I I I I I I I � I I I I � - I I I I I I I I I I .1. I I " ' , , ", t , , , �, I I . � I I � I I � . I PLAN OF LA NO IN CENTERVILLE, MA. , - ...� � I I , I I 'll, .�', - I � I � I . I I I . I - I I I ., 11, I I ,� 11 I I I I I - I . I I I I I I I I - I I I . I . � I I - . � I z � 1 � I I I I � I I � I I I I I � I � . I I I I �, I ,� 1 - I � I � I . I I . I I ',,� I ,�':�". I �, � I , I I I I I I � . I - I I I I . BELONGING TO JOHN J. a SYLVIA J. I �1; ' 'I., I I I I I I . I I � I . I I I � I I I I � I . 0 1 1 1 1 1 � � I �, .�, , I 11, I , , , I I � 11 . I . 1 I I : 1, . I I I 11 � I I 11 . I I I . . I I , � - ! . I , , , . I � I . � I � I � . � I I � I � I . � I , � , 1. � . I I 11 I I I I I � I - � I I I I 11 :1� I 'll I 1� , 1, � I 11 � � I I I . I . I I I � I I I � . I � I I � 1. I , � � . I I I I I 1, PENDERGAST, 11122165, � �, .i � I I � , I I I , I I � � I � I I I � I I � I I � I I I I . I I . I I I I . � I � I I � I 11 ,� . I I � 11 . I I . � I I . . I I , 11 I I . � . I .� I 1 , � I I I � - I , I I N -ARSE-RICHARD LAW I I . . � I I � I I 1- I � I I , I I I . - ', � � 11 I I 11 I I � I . I I I I I I I � I I I I . I ELSON BE � �1- I I- 1.11 I 11 I�� I I I I I 11 ,� I .1 I I . . I I I � I I I � I � � I I I I 11 11 I I I I � I I I I I . . I . I I I ! :" ,., I n�.� ,�, � I I, I '' I I - I I I I I I 1. I I . I I I I � � I I I I � I I � I 11 I I I I I I I I . I � I SURVEYORS-PLAMBOOK198 PAGE139 11 � 11 I � "; �, I I I I I I I / -I I � � I I I I I � I I I I I I . I I I I I � , I . � I � 1, 1; � ,, - I I I �, I . � - I . � I � . I I I 1 I I , I I I I I � I I I I , I I �, � ,, ; I " I I I I 11 I I I � . 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( 15 )NA* 0 FEET I 11 I , I I ,1�1 , I , ' 'I I �I I I . , ,- I I I I � I I I � . I � I � . I . I I - I . I � I � I I I I , I - : I I I II . I I I - I I I . I I I � - I I I I � , , ' ' � f ,� , ,., I I * I I 1, .11 I I I � I I I I 11 � . .1 I I I . I I- L ,� � I I I . I I I I 11 I , I I 11. 1 - � � � I I 11 I I . 1 1-1 I I I I . I I I �, ., - , I I I I I I I I I . I � I� . I I I I � I � I I �11, . ' 'Ill' � I � �" " I I . I I I �; I I I I I I I . 1, . � I � I I I . I � Date: l0119188 Dwg No: I " � ; o � , I "I - 1 I "I I I.." I � �1, I I I I I � I 11 � � I I . I - I I . � I � . I I I I I . . I I I I I I I . � � �. I I � . I � I I I I � � - I � � I . I , I I I :1 I I . i;, . I I . I . I I � - - I I � � � I ,� . I � I I � I � I I � . I I �' .11 - 1 . I "I - " I I . - I I I I � .� � �1_ 1.� I . I '' I I � 11 I �, �11 � I I . : I � I I I I I I Design: MJD/JAR , .1� I . I I I � I - I I I I . � I I TOTAL I 1 30 . . 41 1 1 I I . � I I I I I � I , � ,,� , � I I L I I ; , 1, - I I I I I I I I I I I I I � I I I � I Check: RFD . 1, I � - � I I �, . I I I I I I I I I I I : I � . I I I I - . � I I I I !,I I I I, I I I I " I I I I � I I I . I 11-1 . I , ,, - I I I � -1 . . I � I � I � I I - 1 . . � 11 �', - I' ll , �. �_ � I I . I I I I I I I I � � I I � . . . Drawn: JAR - 1.1, , , I I �, I I I I " �', , - - � I . I I I I I I 1, ; 4, I ," . � .1 "I I I � I I . I 11 I I I I . I I I I I � I � . I � I 11 I I I I I � 'I � � . i � 11 . I �� . I .- �_� I- �������� . I I I I I _________________________� I I I I I Job N r ' r,RASS 0 / - J, V E ""� �_ " , , ,, ,, I � , I � ' 'I .1 I 11 11 �, � I I I I I � I / a: 2.0351.0 1 Sheet 2 of 4 1 . I I 1, 1. , I , " , I � I � I I I . I 11 � I � kI -I' , I I � - . I I'll . I I� I I "I 11. I I I " I I '' I 11 , . � � � I . I I I I I � I . � I - I 11 I I I I I I I 16 1, � I I I � I I , '' 11, I I I I I 11 � I I I I I � I � - 0�, 1, I � I , , ' ' . � I I I I � I - I: I I I I I � I � I . . I I I I . I I - � � I . � . I I I I I ' I'll, ,, I I I . I I . I � I I � � I � . I � I .1 I " 1 I 11 � � I � . - . I � I I I I I I I I . . 11 I -, I I I . � I I I �, , � . I % I 11 . �� � 11 11 I 11 . I I I - I I I . I I -1 I I *"," 1, � I� I 1� - " I I I � I I 1� I ,,, I 11 1". n 1- I I I 1. I I I , I .1 ;� � I �k - I. " I I 11 11 � I I I I I I' ll .11 "I 11 - � 11 . � I'll, � .L � I I I . I I I I I . I : , � 1 . 11 � I I I I I I I 11* I . I I ,� . 1 .11 I I - I I � I - 1 - 1 r T GRADE. GRADE ReviseOns: TO IFN1�a5H � NO. OF OUTLETS: 5 � HEAVY DUTY MANHOLE COVER 0 PROPOSED R ------------ SAIL . ..TEST PIT DA TA: DE i 20`� _ DATE Ii7,77 NOTES: , I0/31188 CONC. PAD _ ;�• 2 LAYER OF INDICATES I " 1. DISTRIBUTION BOX TO WITHSTAND H•f0 rxDIcATEs OBSERVED 0 12 MIN. 6 PE a S TONE COVER r•---- LOADING UNLESS UNDER PAVEMENT DRIVES 4�3OJ9O DESIGN FLOW, LEACHING, tr£RC ,r GROUNDIrATER a , OR TRAVELED WAY WHEREBY rzJT _. . , ., , .. . _ ., , . - s Y H za LOADING ADb GREASE TRAP :r�-L _- -..- - t ..• ... . i SHALL APPLY « 1 4 INLET , ° I N LE , 12 ,v � •t•, 2. PROVIDE INLET TEE AS SHOWN WHERE , u 0 � / , TEE 1 1 I SLOPE OF INLET PIPE EXCEEDS 012d FT FT e t o TP No. TP No. / t _ . OR IN A PUMPED SYSTEM. H-20 I 6 1 ,. .. , 02 GRD.EL I ._. 3 18 3I4 -f 11c , CRD.BL !'RECAST,8TEEL r • J.FIRST TWO FEET OF PIPE OUT OF THE 1 6 L . d '_ " DISTRIBUTION BOX TO BE LAID LEYEL N/A REtaa EO 5 I PLAN VIEW GNI.EL Gi6'.EL� _,, r .. WASHED- ANK - s INLET � OUTLET i h !E>wT� T 5 4-0 IdtllL - STONE � .._.._.._..� t} � 4 9 TEE i t 6 I . RECOMMENDED MANUFACTURER .. 4 , TOP 8� SUBSOIL AND i T� LIGJIO DEPTH 1 ROTONDO OR APPROVED EQUAL. 015 A E A SEE NO + GREASE TRAP -� 6 MIN.ve TO 1-t!Z 3 REMINABLE COVER MEDIUM �- - - - - - - ---- - -- - - - - !-, .. .• 2 COARSE 2 /2�� T1 ) o M ON LEVEL STABLE BASE i��, �� �_ r F SAND Qf� �TTO 6 .•. r :.• PlRO OE3 3 t. WATERTIGHT DiA.11AMHol.E COVER .a0lNTS (TYP) 4 INLET .4 ---3I 6 DI A �=-4 Refs. 4 4«OUTLET I t� "-""� .. 4 VIEW I �- 14 DIA: SEE SHEET 1 01` 4 PLAN VIEW CROSS SECTION 10/2 it � _. �� • 4 2 � 2 1 5 HOTEs: e 5 I DNA. 1.SEPTIC TANK TO WITHSTAND N-10 LOADING- ....•... . •.. .• INLET 6 6 UNLESS UNDER PAVEMENT.DRIVES OR TRAVELED 3. OUTLET TEE IN GREASE TRAP TO BE WITHIN �� ;.--BOTTOM Ok • - IN SHALL APPLY 12 OF BOTTOM OF TANK. 2 J-•,, , :'i^' L STABi� WAYS. WHERE BY H 20 LOADING Ems-+ 1i i�rnt •- BASE 7 2.ALL PIPE CONNECTIONS AND CONCRETE CON- I.RECOMMENDED MANUFACTURER •ROTONDO OR ■ H-'2 O T VIEW 6 MIN_3/�t TO STRUCT 0H TO RE WATERTIGHT. APPROVED EQUAL CROSS SEC NON BOTTOM OF 1-il2 STONE -ACHING , IT DETAIL HOLE 150o I LOCUS MAP EPTIG TANK.. $� GREASE TRAP DETAIL No. OF GALLONS. DISTRIBUTION BOX DETAIL ETAIL NOT TO SCALE A i•=2t3I'13 h.l 9- NO WATER SCALE NOT TO SCALE 10 ENCOUNTERED iQ 1t. 11 SYSTEM LAYOUT DESIGN ANALYSIS _ 12 12 1 =20 . DESIGN FL011►: P 7027 OFFICE 4452 sf X75 GPD/1000 sf= 334 GPD DATlL• OA7Z AIL 3350 sf X"5 GPD/100 sf= 168 GPD 8/16J88 RETAIL EXISTING STORAGE 3647 sf X 5 GPD/100 sf= 182 GPD rEST ST. rur sr: Title: M J DONOVAN _ BUILDING SLAB TOTAL 6$4 GPD SED sr..M'ITNESSRD sT: WITNES .� : •. + SEPTIC TANK RE UIREXENT3: H-20 TANK G. DUNNING FULL o . . , GPD ,�C 150 /0 1026 GAL RATL': CELLAR L A Jrrx�,RATs. rERc L R 2 NYIX,/IMCX VINCH USE 1500 GAL. TANK r--•------ PROPOSED DISTRIBUTION "BOX E .WlMANHOLE COVER TO FINISH _I GRADE �� � p,• PRO . 15 . P 00 GAL. - "E"4 _PVC ` 0� TP Ner. TP Na_ �s 6 D . o APE O GREASE--,TRAP .� 5 - �r1 GRD.,EL-__--_____ GRD.EL. 5 PROP. 1500GAL. . / E . T C SEPTIC G.T. GW.EL Gli',EL P i C .TANK < 5 ; LP 5- PAVED , 0 ---- -OVER LEACHING FACILITY REQUIREMENTS. . . GPD 0 ,o S.T. PA(` _ PROP. 4 PVC PIPE - o-•-� . VGE STOE 10 APPROX. END OF SCH. 40 (TYP) f NOTE•LOCATION OF UNDERGROUND EXISTING , , , F • ' 6 PIPE - -'' "TONE . PROP. 6 D)A. 3.5 DEEP �3 - UTILITIES IS APPROXIMATE 2.3�DEEP E� DIA. PITS W/4 t .� O ELEV. - 95.9� 4. . . Z 2 LEACHING PIT EXISTING, ONLY. 1 / CONNECT EX STI G SEPTIC ` LINE WITH " TANK SIDEWALL AREA 154 SF/PIT(2)2.5 769 GPD W/4 STONE R ..� 0 SE � S � ' 154 2 1.0 308 GPD - tct BOTTOM AREA SF/PITO Q/'''� r / PRO POSED 4 4 TOTAL = 1077 GPD mm PROFILE SYSTEM OF / NTS 6 , 10 0 �/ " � ¢O MANHOLE AND COVER BROUGHT �5 E/�.PANSIO TO FINISHED GRADE LEACHING FACILITY PROVIDED: H-20 PITS 7 p0 FINISH GRADE • �.0 2 JEEP, 6 DIA. LEACHING PITS W/ STONE TIE INTO FIRST TWO FEET TO CAPACITY PROVIDED f077 GPD EXISTING [BE LAID LEVEL 2 LAYER OF PEASTONE CAPACITY REQUIRED ;_684 GPD 95.9A 95.65 95.51 ;. a• « 1500 GAL. _ 95.14 3.5 3/4 -I J2 WASHED STONE -- - 11 it H - 20 DISTRIBUTION SEPTIC TANK BOX t2. 121 TO �E INSTALLED ON A NOTES LEVEL,. STABLE .BASE DATlE D.1T� BOTTOM EL.= 91.64 PREPARED FOR: LEACHING PIT I UNLESS' OTHERWISE NOTED, ALL CONSTRUC- �rz: FORM ;t 0 TITLE V OF THE STATE ENVIRON- S J PE TION METHODS AND MATERIALS SHALL CON- rasT TEST s�: NDERGAST MENTAL CODE AND ANY APPLICABLE LOCAL WITNESSED sr: WITNESSED sr: RULES ,AND REGULATIONS. TRUST 2 GROUT TO BE USED AT ALL POINTS WHERE t.ERC.1ttTE: rERG JZ.lTE: PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATER- MIX./INCR A"VINCX • TIGHT. r • 3 ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL ® ®STANDARD DETAILS BE SEALED WITH NEOPRENE GASKETS OR SCALE AS NOTED ASPHAJ!:T CEMENT TO PROVIDE A WATERTIGHT • ,r ELEVATIONS - SEAL- INVERT EL 4 PRECAST CONCRETE SEPTIC TANK. DISTRIBU- f - EASE TION BOX. AND LEACHING FACILITY TO WITH- �" INVERT AT BUILDING N/A TRA STAND H-10 LOADING UNLESS UNDER PAVE- ' 96. MENT. DRIVES OR TRAVELLED WAYS WHEREIN . } H-20 LOADING SHALL APPLY. t' INVERT AT SEPTIC TANK (tn) 95.9 (EXIST) HEAVY o MANHOLE OVER A.M. Wilson HEA DUTY OLE C • ASSOCiCItCS <. TO GRADE. 95.65 S ALL PIPES IN THE `SYSTEM SHALL BE SCHED 4 INVERT AT SEPTIC TANK (trsc ) IC1 C, ULE 40 OR EQUAL AT DIST, BOX in 95.51 ! INVERT ( J NE SHALL BE FREE OF 24 DIA. PROPOSED GRADE 6 WASHED CRUSHEDSTO • 95.34 f` � ALL DIRT, DUST AND FINES. - • . INVERT AT DIST. BOX(out) • , ` 911 M©m Street ' ? AT ALL POINTS OF INTERSECTION OF WATER Ostemlle A1A' 0655 LINES AND SEWER LINES BOTH PIPES SHALL INVERTS AT LEACHING FACILITY: PRECAST CONIC.DRYWEs_ - 617-428-1450 ,,.•.. ,_ BE CONSTRUCTED OF CLASS 150 PRESSURE H-20 CONSTRUCTION) ...�, , .. :, ( ? PEASTONE � E T. a` _ PIPE AND ARE TO BE PRESSURE TESTED O INVERT AT BEGINNING OF FILTER f , 95.14 10 CMP - _ � ��� _ ASSURE WATERTIGHTNESS. Drawing Title: LEACHING FACILITY _ I a _ D _ d SEPTIC TANK DISTRIBUTION BOX, ETC. 4"" INVERT AT END OF ;. � -- -_ h , � .. N/A G• = SHALL BE MANUFACTURED BY ROTUNDO OR LEACHING FACILITY •erg �"`' l J. , c, o �'. 10' CMP To VALENT MANUFACTURER - ._ _ . . ; LEACHING z of 12' CM? AN EQL I ELEVATION AT BOTTOM OF o PIT SUBSURFACE o a o c o a CEMENT MORTAR 9 EXCAVATE ALL UNSUITABLE MATERIAL IN �• LEACHING FACILITY 91.64 .o "' _ LEACHING AREA AND BACKFILL WITH CLEAN 3 --CONTINUOUS VUOUS WELD ATE,JOINT � I "T � GRAVEL OR COARSE SAND. _ �>- -11/2 CIA. HOLES ; _. . 5�:. o o .a a c ' SEWAGE OBSERVED GROUND WATER 7 �_ > -• - - . - t !0 HEAVY EQUIPMENT SHALL NOT BE ALLOWED ` ELEVATION � N/A .. ,y." ., ,.tom'_ t .. �0 r'= ( i C p°, _ � � �„� � � �o��CM TO OPERATE OVER THE LIMITS OF THE •, d : _ ,y� ..: . . • • :: . _ . .. '� �t.•� .-,."_ SEWAGE 'DISPOSAL SYSTEMS DURING THE _ DISPOSAL DESfV. . _a ��_„t2 _ _ _ = � � ., ' >_ .� � ( � COURSE OF CONSTRUCTION OF THE SYSTEMS. rF i-, _ - .. ��r-� f-1 ...�IS�'..P('-' i-�i'5 "111�-ii�_Il��llt ., =1 t=7rUl�y�� ��i - .. i = t y t4 NOTE•EXISTING LP3 SUMP ELEV. 89.0 � , ��. �� 2 0 - DNA. - TO THE SEWAGE- 6 8 I1 NO FIELD MODIFICATIONS 6 �' DISPOSAL SYSTEM SHALL BE MADE WITHOUT ' AND ' 4 INVERT AT GREASE TRAP(IN) 96 1 t � - � � PRIOR WRITTEN APPROVAL OF-THE ENGINEER a 11/2 CRUSHED STONE SLOPE AS INDICATED - Sty Of 4 INVERTAT GREASE TRAP (OUT) 95.94 , IV �s AND THE LOCAL BOARD OF HEALTH. N SITE PLAN 4 sq 0 STAN DARD DETr R --�e- �� o ROSEf?T G c � 12 THIS . SYSTEM :SHALL BE INSPECTED •AS RE- DRAINAGE LEACHING PIT DETAIL 1 TO,P COURSE t� � QUIRED BY SECTION 2.10 OFtTITLE V. DAYLOR y NOT TO SCALE 2 INDER COURSE .o �F. 13 A. . CERTIFICATE OF COMPLIANCE AS RE- ; o o 30 00 0 0 o r UIRED BY SECTION 2.8 OF TITLE V MUST BE - o.°eo o.Oa o. 4 Oo o�p D°O 00 • _ 6"', GRANULAR BASE ev��c° o 00 .a ©o o o woos FS NC, _ oe. �000 o . e va cQ7,g ao� oo•oo ALE ' OBTAINED BY THE CONTRACTOR UPON COM oe00a O�Qo � rro p 0' •.�OpflJ O pO0o000+� �� cad000coo�ov�soa C rt,o PLETION OF THE ABOVE WORK. -IF AN 'AS 40 v o o _ ,. + e FS BUI T' PLAN I REQUIRED DUE TO CONTRAC- COMPACTED `SUBGRADE = _ - = G���L 2�� L L S Q Scale: 1 =AS NOTED SOIL M MATERIAL) - o I TOR DEVIATING FROM THESE PLANS:° WORK CATCH BASIN TRAP DETAIL (SUITABLEA FOR SUCH 'AS BUILT' PLANS SHALL _ BE Nor TO SCALE COMPENSATED BY THE CONTRACTOR O FEET -DESIGNED R II THIS SYSTEM IS NOT DESIG FOR A GARBAGE DISPOSAL UNIT Date: 10/21/88 D .,g No. DETAIL TYPICAL PAVEMENT L 15 ALL ELEVATIONS ARE BASED ON ASSUMED Design* M J D NOT TO SCALE DATUM. . Check 95.34 , RFD Drawn: M JD j Job No: 2.0351.0 Sheet 3 Of N7 7" V W6Q U IN Q 915 T Revisions: DATE DESCRIPTION 2/23/89 , ADD COUNTY L.0. AIR Jq 'R6UTkF 7-S �OCUS POA)D LOCUS MAP 1 2083' .+ 'ASSESSORS MAP 209 LOT 81 [ LAN Of LAND IN N TL RVI 1,1,1'� MA BELONGING T 'YLVIA JOHN J, FA S PENDERGAST, 11/22/65, NELSON HEARE-RICHARD -Pl_AN BOOK 196 PAGL 139 SURVEYORS PLAN OF A PORTION OF OLD,POST PD, AS ALTERED DY THE COUNTY COM- MISSINERS BOOK 2r)7 PAGE 75 EASE. APPROXIMATE ' LOCATION 60' SO. MASS. TEL TEL. CO , 'STATE ' LAYOUT 1 -DMH WAY, HIGH STATE 0 28 ROUTE WG CURB 98.71 0 CB 'GRANITE 98.91 0 WIG gs E944 UP 99.8 100-86� ,CON C,_CURB OHW 99.23. 109 �1, " ONG CU �=R= 100.31 C 0 102.00 �TS GRASS cf T 1 t I CB Pr oje -GRASS 98EB341 99.02 T S 9954 0 0 TS oTS 0.0 98.93 0 TS 10 4 UP, OHW 0 99.79 99-28 GRASS 1-7 5" E 7- N 8 6 100.06 SIGN 10 4.�b tT1 101.81 99.18 -,359.78- 99.57 CONC. CURB AT�! -)3 BIKE H 100 GRANITE SIGN SHRUBS ILT,6 ICE HOUSE SIGN CURB 0 59.04 104.4 GONG ASE "I�up CAPE , COD 00.03 100 OVER+1ANG -BUILDING I Or b 100.27 .16 BUILDING. OVERHANG 99.13 105.2 100.07 IOO,Q6 =.03 8.88 0 .55 LIMI T OF STATE 99.15 GR -�STORE ------- .PACKAGE ASS 0 LOT AlIt' NG 99.90 FRAME BUILDI ARE 1070 A TEL. STORY , -WOOD 99 35,81,50:k SA HRU 0. CB, 9.9 9 1 W 98.96 UP PROPOSED 106.2 10 105. 2 ,, "104. 99.29 , 997 DAN CB/DH EXI V% E ; 108.0 SION SHED -108 99.64, 45 991 H W G 0 TREE L INE O-GRE GRASS ��99�06 OGG 1,99.96 NC. b P n/f 100 9 .64 -pAVED , .01 RAMP MH t G OvIER 99 106. D G LEVINE 99.ti HYD GUY GG S 0 1107 MH 01 , � 00.,0 9 �105-7 .99.81, q '.82 MH U RE 61 S YV IN 'T E� -NOTES; -S 99.76 0A 9.6 99.4 100.3 ' " , I , / I Lip PREPARED FOR: 109.26 7 C bWG ,' I PROPERTY LINES SHOWN� HEREON VERE 10 6. 0 TS C COMPILED ' 0 AT THE BARNSTABLE 0 FROM A PLAN RECORDED -PLAN BOOK 1�8 ' PAGE 1.39 984 9911 REGISTRY. OF DEEDS S J PENDERGAST AND DOES NOT REPRESENT AN ACTU C - GROUND. "CON COUNTY TAW G CONC THE TRUST, 108.2 LT BASE \00 CURB 8.96,, 1067 1972 2) ELEVATIONS BASED ON AN ASSUMED DATUM. QrkASS� ) LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE \OC -IELD BEFORE 105.7 ONLY AND SHOULD BE VERIFIED IN THE F 0 0 TS CONSTRUCTION. 106. ?,0 100 HYD G �?0 98. iO8 02 o 1074 74 A.M. Wilson 100.44 Associates 9782 99.06 Inc. , 106.8 975 100.28 911 Main Streef OsterViIle/MA 02655 617-428-1450 kiop END Drowin g Title: 106 CATCH , BASI N, '., C6 ED MANHOLE MH 0 ., �..UTILITY POLE Up TRAFFIC � ,SIGN/SIGNA L T S 0 D/DRILL, HOLE CB/DH �ELEVATION TING 98. 75 GUARD POST HYDRANT CONDITION8 EXISTING '.CONTOUR" � 100 OHW , ,'-OVERHEAD �WIRES11 , ELECTRIC LINE 'UNDERGROUND E � E ' E -S S SANITARY,., SEWER S , HB S TORM '��DRAINS D EDGE OF EXIST,�IPAVEMLNT ; ' ti OF AREA 40,000 SJ. 201 FRONTAGE WIDTH' 60 ROBERT F. : SETBACKS:, DAYLOR FRONT YARD '60t t4o.23741, SIDE YARD REAR YAR 20 , AL HEIGHT ?.SIBS e.k LOT COVERAGE 2 Scale: 1 0 0 FEET f SEE' ZONING REGULATIONS Dwg N o: Date: 7/18/88 Design: Check:. RFD Drawn: MJD Sheet -4 of 4 LJob No: 2.0351.0 ` ' ` , - ' ' ' ' 10/31/88 CONC. PADS 2/23/89 ADD COUNTY LAYOUI RCUT9 Z% 4/30'90 ADD GREASE TRAP, LEACHING LOCUS FOR SEPTIC NOTES LOCUS MAP I"= 2083' -+ References: ASSESSORS MAP 209 LOT 81 PLAN OF LAND IN CENTERVILLE', MA AP WATER PROTECTION OVERLAY BELONGING TO JOHN J. R SYLVIA J NELSON BEARSE-RICHARD LAW, PLAN OF A PORTION OF OLD POST RD, APPROX IMATE LOCATION 60' SO. MASS. TEL. a TEL. Co. EASE. AS ALTERED BY THE COUNTY COM- 28 STATE HIGHWAY — 0 OTS GRASS C8 Project Title: OTS UP CONC CURB CAPE COD SIGN SHRUBS GRANITE 101 CONC. loll 0 STORY u 1070 do TEL. WOOD FRAME BLDG, 997 LOT AREA SIIIED \ 84 1 \zl� EXPIANSION 8 PROPOSED 6/EXISTING E (T BE RELOCATED) Ix 10 GREASE WG RE 10 GRASS GG 08 IV12" \PRO�JqE SHED ONC. IV FOR SEPTIC S D-BOX 99.61 o PREPARED FOR: to (9 MOVL 100.37 W G QJ I )PROPERTY LINES SHOWN HE- WERE COMPILED REMOVL III Lf'2 PRO D 6.111 REGISTRY OF DEEDS PLAN BOOK 198 PAGE 139 6 \ \ _ I . \ p I -_ � R=100.4 PIT CHI G 9 AND DOES NOT REPRESENT AN ACTUAL SURVEY ON /*7'1 1 CONC TPI 0 R=-10 1.1 PROPOSED COUNTY TAKING THE GROUND. TRUST 7 It �r, (T� B�REL6�ATED) CURB 98.96 1972 2) ELEVATIONS BASED ON AN ASSUMED DATUM. f \ GRASS \9 Ala 3)LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE Y<10" 0 4" "loll \0?,.\15 ONLY AND SHOULD VERIFIED IN THE FIELD BEFORE *7 11 6 7 4)EXISTING L. PITS 1,2,3,4.a5 TO BE REMOVED -AND BACKFILLED 4!' PROP LT Ar 100 WITH CLEAN SAND. TOP HALF OF EXISTING GREASE TRAP TO BASE HYD BE REMOVED AND FILLED WITH SAND. EXISTING LINE INTO 108 7 98. GREASE TRAP TO BE PLUGGED. 05 511 100.44 A.M. Wilson Associates 975 911 Main Street 617-428-1450 LEGEND 0 ro. OWNER: S J PENDERGAST TRUST Drawing Title: 106 CATCH BASI N CB QUESTIONS REGARDING THIS PLAN MANHOLE MH 0 SHOULD BE DIRECTED TO: UTILITY POLE UP GRADING CONCRETE BOUND/DRILL HOLE CB/DH 911 MAIN STREET AND ' GUARD POST 8 (508) 428-1450 UTILI-TY. HYDRANT HYD 4- EXISTING CONTOURS _ _IO0_ _ EXISTING LEACHING PIT LP ZONING -PLAN ELECTRIC LINE-UNDERGROUND —E—E—E— STORM DRAINS —D—D —D EDGE OF EXIST PAVEMENT AV FRONTAGE 20' PROPOSED ELEVATION (100.00) F_ PROPOSED CONTOUR POOL Nn 23741 PROPERTY LINE SETBACKS: FRONT YARD 60' EXIST . PAVE. EDGE SIDE YARD 304 ION Al�V� PROPOSED PAVE. EDGE REAR YARD 20' as EXISTING DECIDUOUS TREE C3 HEIGHT 30' EXISTING CONIFEROUS TREE LOT COVERAGE Scale: 1"= 20' (BUILDING) 30% 771 0 FEET SEE ZONING REGULATIONS Date: 10/19/88 Dwq No: Design: MJD Check: RFD Drawn: MJD DATE DI-SCRIP110N - . . � ^ ' w favA ��+�� Revisions: DATE DESCRIPTION 1/19/89 SIDEWALK.,AT STORE ENTRANCE ,, a A r MpRSy ARE �-...i'' NOTE5 & PARKING CALL:-TABLE N 2/23/89 ADD COUNTY L.O. RovrE2 4/20/89 ADD POSTS FENCE LOCUS_ .., f REV. PLANTER P p57 Pow er OV Yoh 4/2CK30 PARKING CACULATIONS LOCUS MAP 1 = 2083 References: PLAN OF LAND IN CENTERVILLE, MA. BELONGING TO JOHN J. & SYLVIA J. PENDERGAST, 11122165, NELSON BEARSE-RICHARD LAW SURVEYORS-PLAN BOOKI98 PAOE139 PLAN OF.A PORTION OF OLD POST RD. AS ALTERED BY THE COUNTY COM— MISSIONERS — BOOK 257. PAGE 75 HIGHWAY -- STATE LAYOUT 1930 STATE PROPOSED CURB ROUTE 2 8 - , TRI P GRASS S O • GRASS _ Project Title: PROPOSED POSTS - O O GRASS PROPOSED O POSTS O O PATH SPLIT RAIL FENCE AND PLANTINGS GRASS_ BIKE PA PROPOSED CAPE "� f'� CAP CO_D , PLANTER 3 GRASS S • 6� � STAT1= LAYOUT. PA CKAGE ONE 1 NC. LIMIT OF Go Y WA 3 E WOOD FRAME BUILD 24 \ 'PROP OSE P GRASS 5 ;. � SHED SHEDlb � GRASS \O 3 o ,� - GRASS J 3 O 14 EDGE OF PAVE G PREPARED FOR: S J PENDERGAST. a T RUST 2 COUNTY TAKING 1972 �g A8 N� e I3 , GOv S5 0 �O �R P R 5 P O PPJ� Lp o� A.M. Wilson 0 PPJ� Eo�� Associates of of Inc. Eo�� EOGE p NOTES: q VF *AS PER SITE PLAM REVIEW 911 Main Street Ostervdle/MA ,02655 FINDINGS 617-428-1450 Drawing Title: PARKIN PLAN PARKING CALCULATIONS , fie.. + a *• , AREA PARKING , AREA PARKING d t USE EXISTING REQUIRED PROPOSED REQUIRED 14, b DAYcO OFFICE 913.5 S.F. 5 4452 S.F. 18 � ..,. p 441 ►J N°� RETAIL 3805.6 S.F. 20 3350 S.F. 18 Scale: 1"=20 STORAGE 3190.0 S.F. 4.5 3647 S.F. 5 )NA* o FEET Date: 10119188 Dwg No: Design: MJD/JAR TOTAL Check: RFD _ . Drawn: JAR r , Job No: 5/. Sheet Z of 4 0 2 03 0 TO FINISH 9RAG: NO. OF OUTLETS: 5 HEAVY DUTY MANHOLE COVER T : GRADE. SOIL TEST PIT DATA. � PR_oPOSED GRADE ;� 20 NOTES: �.- DATE DESCRFTION IXDtCATES 10' I2"MIN. ,� 1. DISTRIBUTION BOX TO W THSTAND H-10 0 � 2`LAYER OF 10/31/88. CONC. PAD PERC INDICATES ROV AT ES ON ERY" COVER 6 .--_---) LOADING UNLESS UNDER PAVEMENT. DRIYEs µ.. PEASTONE 4�30/90 DESIGN FLOW LEACH ING _ ._ ELED WAYS WHEREBY H 20 LOADING 7�.TT r - --- - - -- - - -- ----- i.. - '. ..� .�. :-_ i ��--. 1 „ APPLY. --T- ; ADD GREASE TRAP OR rRAV • SHALL 1 12„ 4`INLE7 K I I 12 $� °� 11;7° 1 INLF" "�-TEE 2. PROVIDE INLET TEE AS SHOWN WHERE �" 00 I , „ , ��FEIIOTElaJ t J TP NO. 1 TP NO. I ._ I SLOPE OF INLET PIPE EXCEEDS OAd FT/FT i H-2O I I-6 1_8M • OR IN A PUMPED SYSTEM. GRD.EL 102 GRD.EL " N/A RE1PRECA T.SE8 L '- 6' 3 i J.FIRST TWO FEET OF PIPE OUT OF THE 3/4"-t Ir 2 a I GW.EL GW.EL _ DISTRIBUTION BOY TO BE LAID LEVEL WASHED „ i •dLET � OUTLET � ;� 5'-I" �� PLAN VIEW 0 0 B TANK i- 5' 4_9 4-0 ESN TEE 1 6-I I. RECOMMENDED MANUFACTURER - STONE 5 TOP & SUBSOIL I AND 1 LIQUID D€PTH I � ROTONDO OR APPROVED EQUAL 3.5 1 101.5 1 GREASE TRAP SEE N0� *. REMOVABLE MEDIUM- -J 5 mod.3hr To F-I/2 3 2 t 2 COARSE 2 �- ;-_ - - - - - --- - - -- - - - - - t F c > .. �:,• ' ;, 21/ 5•DIA.OUTLET•(S) SAND Qf� BOTTOM ON LEVEL STABLE BASE �• °3= 6" 2 �- PROVIDE $ 3 ° t: : ° So '° WATERTIGHT 24•aA-MANHOLE COYER711�-1177 4"INLET JOKNTS (TYF) i 41 ' sue'" 6' D I A. -- - 4 ' References: 4 '� 4"OUTLET PLAN VIEW CROSS SECTION VIEW 10%2' „ 14' DIA: S 5 NOTF� 4„ 2 2 1 SEE SHEET I OF 4 6 6 UNLESS UNDER 717 W"PAVEMENT.DRIVES OLOADINGTAAVE ED 3. OUTLET TEE IN GREASE TRAP TO BE WITHIN �� :: •: ,-;• ,._BOT•TUM ON � -�-+ INLET WAYS. WHERE BY H-20 LOADING SHALL APPL?: 12 OF BOTTOM OF TANK. 2 -° . gyp- gTAgtl -Ir 4s ob T ' 2.ALL PIPE CONNECTIONS AND CONCRETE CON I. RECOMMENDED MAMIFACT7IR.£R-ROTONDO ORBASE 171111111VIrl 1 H-- 20 STJtUCTION To NE WATERTIGHT. APPROVED ZQUAL CROSS SECTION VIEW 6"MIN.3/4•TO BOTTOM OF t3 I-V2 STONE HOLE _. H-20 LrtACHING PIT DETAIL 9 9 SEPTIC TANK & GREASE TRAP DETAIL NO. OF GALLONS: 1500 DISTRIBUTION BOX DETAIL NOT TO SCALE LOCUS MAP . NO WATER 10 ENCOUNTERED 10 _ NOT TO SCALE SCALE- 1'=2083 N 11. 11 SYSTEM LAYOUT DESIGN ANALYSIS 12- 12• - P 702 7 DESIGN FLOW: OFFICE 4452 sf X 75 GPD/1000 sf= 334 GPD DATL• 8/16/88 DAM, RETAIL 3350 sf X _5 GPD/100 sf= 168 GPD TEST sr: MJ DONOVAN TEST Sr. EXISTING STORAGE 3647 sf X 5 I;PD/100 sf= 182 GPD BUILDING S L A B Title: N7I71tzs=AM WITNESSED ST.• . TOTAL 684 GPD Pro}eC# G. 'DUNNING SEPTIC TANK REQUIREMENTS: H-20 TANK FULL , S _. :. PEAL sAM PERC iurL _ CELLAR ` GPD X 150 % = 1026 GAL 2 x,/tlrre► MINVINCM USE 1500 GAL. TANK ,,.-.-•KI •PROPOSED -DISTRIBUTION BOX p�pE _ 7"WIMANHOLE COVER TO FINISH GRADE • TP No. TP No. «t PROP. 1500 GAL. - '�-4" PVC 6 OAP GREASE-,TRAP 5 ��NG C COD GRD.EL GRD.EL V P E PROP. 1500 GAL. G.T. SEPTIC TANK 5 GW.EL GW.EL L� P 5- PAVED . 0 -- 0 I �� OVER LEACHING FACILITY REQUIREMENTS: GPD PROP, 4 PVC PIPE S.T. PACKAGE STORE 1 ; I H. 0 (TYP) /�-� \0 �-�EX SOX• END, OF NOTE:LOCATION OF UNDERGROUND PROP. 6 DIA.13.5 DEEP EXISTING 6 PIPE 2 2 '. LEACHING PIT � �3 ELEV. = 95.9� UTILITIES IS APPROXIMATE 2-35'DEEP-6' DIA.' PITS W/4' STONE /r \ Qt. CONNECT EXISTING,SEPTIC ONLY. 3- 4- WI4 STONE ER �0 LINE WITH NEW TANK SIDEWALL AREA 154 SF/PIT(2)2.5 769 GPD - PROPOSED BOTTOM AREA 154 SF/PIT(2) 1.0 _ 308 GPD 4 �' TOTAL = 1077 GPD 5 5 SYSTEM PROFILE 6 6 PQ NTS ESE RO MANHOLE AND COVER BROUGHT R s't TO FINISHED GRADE EXPANSION _ T 7 Q4 - LEACHING FACILITY JPROVIDED: H-20 PITS .✓ FINISH GRADE 6 OLD 2- DEEP, 6'DIA. LEACHING PITS W/ STONE TIE INTO FIRST TWO FEET TO - CAPACITY PROVIDED 1077 GPD >A EXISTING BE LAID LEVEL 2"LAYER OF PEASTONE CAPACITY REQUIRED 684 GPD 10 10 95.9* 95.65 95.51 ' 95.34 `' 11 11 1500 GAL. 95.14 3.5' 3/4 I Y2, WASHED STONE H - 20 DISTRIBUTION SEPTIC TANK BOX 12• 12 TO BE INSTALLED ON A s� .� >:• e� (NOTES DAM' DATL LEVEL, STABLE BASE BOTTOM EL.= 91.64 PREPARED FOR: ���: Z3.1 LEACHING PIT 1 UNLESS OTHERWISE NOTED, ALL CONSTRUC jr TION METHODS AND MATERIALS SHALL CON- FORM TO TITLE' V OF THE STATE ENVI RON- S J P E N D E R G A S T MENTAL CODE AND ANY APPLICABLE LOCAL WITNESSED sr: WITNESSED sr: RULES AND REGULATIONS. TRUST 2 GROUT TO BE USED AT ALL POINTS WHERE PERC:RAM PERG RATE: PIPES ENTER OR LEAVE ALL CONCRETE MIN,/INCIt KtN/tNCH STRUCTURES IN ORDER TO PROVIDE A WATER- TIGHT SEAL STANDARD DETAILS 3 ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR v SCALE AS NOTED ASPHALT CEMENT TO PROVIDE A WATERTIGHT INVERT ELEVATIONS SEAL - I RA E I PRECAST CONCRETE SEPTIC TANK. DISTRIBU- r INVERT AT BUILDING N/A pp TION BOX. AND LEACHING FACILITY TO WITH- 96.3 STAND H-10 LOADING UNLESS UNDER PAVE- MENT. DRIVES OR TRAVELLED WAYS WHEREIN 4' INVERT AT SEPTIC TANK (he) 95.9t(EXIST) HEAVY DUTY MANHOLE COVER H-20 LOADING SHALL APPLY. A.M. WIISOn 95.65 ASSOCIQteS ' 4-INVERT AT SEPTIC TANK (out) TO GRADE. S ALL PIPES IN THE SYSTEM SHALL BE SCHED- Inc. ULE 40 OR EQUAL *' INVERT AT DIST. BOX(JR) 95.51 6 WASHED CRUSHED STONE SHALL BE FREE OF 24'DIA. PROPosED GRADE ALL DIRT. DUST AND FINES. 4• INVERT Ar DIST: BOX (mot) 95.34 - 911 Main Street 7 AT ALL POINTS OF INTERSECTION OF WATER Ostemlle/MA 02655 INVERTS AT LEACHING FACILITY: PRECAST CONC.DRYWELL LINES AND SEWER LINES, BOTH PIPES SHALL 617-428-1450 (H-20 CONSTRUCTION) PEASTONE BE CONSTRUCTED OF CLASS ISO PRESSURE ; 40 INVERT AT BEGINNING OF .� LEACHING FACILITY 95.14 '•10 CMP - • FILTER I PIPE AND ARE .TO BE PRESSURE TESTED TO - I ASSURE WATERTIGHTNESS. Drawing Title: 4' INVERT AT END OF a n =o ' LEACHING FACILITY N/A � r �� ° 8 SEPTIC TANK DISTRIBUTION BOX. ETC. ` fY _T, ° SHALL BE MANUFACTURED BY ROTUNDO OR c c c ,` L. I O C Pvi P TO • cX 6' ° '. ; � LEACHING 2 OF 12'CMP AN EQUIVALENT MANUFACTURER. > ELEVATION AT BOTTOM OF a�4- - - SUBSURFACE LEACHING FACILITY 91.64 .o _' o o _ •' PIT cEMErvT Moran 9 EXCAVATE ALL UNSUITABLE MATERIAL IN u o . 1. . CONTINUOUS WELD AT JOINT LEACHING AREA AND BACKFILL WITH CLEAN OBSERVED GROUND WATER 2-1 1/2 Ia. HOLES GRAVEL OR COARSE SAND. 7' r o o a o - 4 I .. . SEWAGE ELEVATION N/A _ W 1 _ y ~�. �f � � 10 HEAVY EQU/PME'NT SHALL NOT BE ALLOWED F a o c a n a a c _ r, J,i�i �' 10"CMP J , yy, Jam- .. . . .. :::. . _ � M ., •.-_ TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPO CAL SYSTEMS DURING THE i y, COURSE OF CONSTRUCTION OF THE SYSTEMS. DISPOSAL DESIGN NOTE EXISTING LP3 SUMP ELEV.=89.0 t . � ,. „; 7 14' „ 2.O _ 6-8 DIA. I 11 NO FIELD MODIFICATIONS TO THE SEWAGE 4" INVERT AT GREASE TRAP(IN) 96.11 i-s� DISPOSAL SYSTEM SHALL BE MADE WITHOUT AND 4" INVERTAT GREASE TRAP (OUT) 95.94 1Il2 CRUSHED sOONE SLOPE A5 INDICATED -�`� OF PRIOR WRITTEN APPROVAL OF-THE ENGINEER >� AND THE LOCAL BOARD OF HEALTH. ON SITE PLAN �� g�, THIS STANDARD DETAILS DRAINAGE � �� � LEACHING PIT DETAIL ��'" ROBERT �� I" TOP COURSE ;ice 1 � l2 QUIRED BYESECT'IDN I. OF.TITLE V.D..AS RE- NOT TO SCALE sv 1.)AYLOR v, P" BINDER COURSE ' .o 'P No.23741 13 A CERTIFICATE' OF COMPLIANCE AS RE- 6" GRANULAR BASE au�e; .aoo 'ooeo00'5 0$000 11111112 ,P ,� ��� RE- QUIRED BY SECTION 2.8 OF TITLE V MUST BE od•ogvno 0Q o ��e v° �P F C.O f° �s'G ILI E.N > OBTAINED BY THE CONTRACTOR UPON COM- g000Dco°UOn � '`oo � o = ad OOCo00�cOva O von l o PLE77ON OF THE ABOVE WORK. IF AN 'AS -7Ti'7_TiT--TT�- - t \-TIT-ZTC-z - t\ - t t- l, _ t COMPACTED SUBGRADE - - - - - - - - PS BUILT' PLAN IS REQUIRED DUE TO CONTRAC G y�� Scale: 1 =AS NOTED CATCH BASIN TRAP DETAIL (SUITABLE SOIL MATERIAL) \a I TOR DEVIATING FROM THESE PLANS, WORK Nor TO SCALE FOR SUCH 'AS' BUILT' PLANS SHALL BE COMPENSATED BY THE CONTRACTOR o FEET 14 THIS SYSTEM IS NOT DESIGNED FOR A ' GARBAGE DISPOSAL UNIT: Date: 10/2 t/88 Dwg No TYPICAL PAVEMENT DETAIL NOT TO SCALE 15 ALL ELEVATIONS ARE BASED ON ASSUMED Design: MJD DATUM. Check: RFD Drawn: M J D I Job No: 2.0351 Sheet 3 Of 4