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HomeMy WebLinkAbout83-1777 - Plan of Land003Uj J = M Hp O of ryZ }M. LOCUS N go 3n FORCEMAIN PROPOSED 1,500 GALLON H-20 SEPTIC TANK #3 N /F EDWIN J. BENNETT ASSESSORS MAP 112 PARCEL 32 EXISTING GRAVEL ACCESS 2' DITCH INV=38.25 iN \ EXISTING 10" CLAY INV=36.88 39.1 X PROPOSED HEADWALL _o SEE DETAIL 40.7 PROPOSED HAYBALES NN W/SILT FENCE CB/DH46. FND,` 10 48.8 X 49.2 X blo \ 49.5 X X 49. 'r X ' 48.1 O� ROUTE A WATER LINES (2) ^ DRINKING WATER SERVICE & MAIN STREET �--- BUILDING SPRINKLER SERVICE yV APPROXIMATE LOCATION OF WATER MAIN C'B• R,3156� o \\ r _ -•7 TO BE CONFIRM BY CONTRACTOR i ..... _.........:::::::: ::--- -------------------------- as U I" - V ............. ............. ........ .... ............... ............... .......... V W . N (VARIABLE WIDTH 2 1896 STATE ROA C.B. � o s� __=__s_; _ _ 35.7 � . :34;6. • 34.! ` CB/DH 16!'2 _ N4 '39'40 -/ " •. UPSIGN '- ' i 1 ` 63.56 /i °^��.,� ,---- , EXISTING �.3 - a_` r:::'r: '`r' W 3> _.'� : - ` �'" 82.53'.` : - - DRAINAGE AREA g: ... _ _ - � 2 i / / SPRINKLER (4) 6' DIA. PITS :DODO /.j: l / EQUALIZING PIPE o, n% f.; O 2 -id STORY • i ro / I'`� , i 4� EXISTING 6,000 GALLON 6838.1 , NDING M / '`. SEPTIC TANK TO REMAIN 2 1`3f� f / ^�" % :7 STAIRS '+ / C2 PROPOSED 4,000 GALLON + , =1-' O}1'it H-20 SEPTIC TANK #2; <#/ MAIN ENTRY' WALL n FOOTING STONE PATIO FOR NEW Q o ; 36 fl BALL VALVE IN y00 ' , `'': ' Y .`` S�' COOLER H-20 CASE 00 /,'Ja i0 EXISTING 2,0 0GAL MET r / TO GRADE 6 i i, O GREASE TAN I 2.2' ; ` �� : • � '00 `�' ,`� • s ' (TO REMAIN) 2.5 _ HEAVY DUTY C.I. MANHC PROPOSED 5,000 GALLON "ABBIC " 21 AIR FRAME O VER ENGRA H-20 PUMP CHAMBER CONDITIONING PER CITY OWN SPEC.- EX PEC.-EXISTIN 32iI t , PAD 100 SEAT RESTAURANT G " S T.O.F.=3 .9 CO ,' % / 0 / / Z 1" DIA. \�EXI TING ' ��\ / i i� / i / / Z F FRONT 1� PARKING: �<;' /' , ; / / 0 M.H. Sl of , ,30' w V) CORRO! S✓`'',''/ ! �P ''� CRUSHED o z RESIST STONE r,Y 9 ; \/ / I 0 e PVC (GRAVITY .Q ,: 9.4 �. FROM DWELLING) O' \\� I • 5�, CONC. - r ; / NOTE: • G� p0,% PAD UTILITY LOCATION TO 300.29' 81 - ALTERNATE TOP SLAB, �v1y(N OF Rglq REINFORCED TO MEET H-20 LOADING SET FRAME IN FULL MARK DIBB DATE BED OF MORTAR 24' MIN. ADJUST TO REQUIRED GRADE - W/MIN. OF 2 OR MAX. OF 5 "ABICCf S" RESTAURANT BRICK COURSES OR EQUIVALENT DP " DIMENSION WITH REINFORCED E CONCRETE COLLARS. FEBRUARY 14, 2007 _13EM IONS: NO. t, a PRECAST REINFORCED CONCRETE P M.H. CONE SECTION 4'-0"*DIA. r2' CLEAR +0"/ / O�// / /x DUMPSTERS / BE VERIFIED PRIOR TO w 1" PROVIDE "V' OPENINGS CONSTRUCTION. UTILITIES MORTAR ALL JOINTS SHOWN ARE BASED ON rO O / , ` F , ' `c DESIGN PLANS. 5" MIN. 5'I MIN. 2'-6" MAX. �O Irl. i OUTSIDE OF PIPE 1' COVER DIA. PIPE +2" CLEARANCE ^\t� a. REFAIGERATOR 3" MIN. CEMENT CONCRETE CLASS "A' #3 BAR (TYP.) i 49- _ i r / / (IF REQUIRED) '' ` , / / FOR3P PES 18` DIAMETER BAR AROUND OPENINGS / PIPE OPENINGS <' -- 1-1/2" MIN. AND OVER, 1 " COVER i - TO BE PRECAST 40.0 rr fes- ,%/ 1-1/2" MIN. IN RISER SECTION 12" CRUSHED STONE APPROXIMATE EDGES' MIN. OF WETLANDS NOTE 4�2� 0/ i / / PREFORMED BITUMASTIC 5" MIN. a SEALANT AS SPECIFIED. N PRECAST UNIT GAS W DEN / - / / SHALL FILL AT LEAST 75% METE PATI "' O / 1" COVER OF JOINT CAVITY. RUBBER 12" CRUSHED STONE or /.....:. 000 / : / 5" MIN.�1-- OR 00" RING SET IN RECESS. p` BASE DETAIL 4 �� f', / N/F / 1'x1"x48" OAK STAKE JOINT DETAILS EXISTING ,'' // /' SYLVIA H. CAHOON / /' AT 8'-0" MAX. D.G. PRECAST CONCRETE DMH DWELLING/OFFICE ; .' // ASSESSORS MAP 112 / / TOP OF ' PARCEL 45 / / MIRAR #100 SEDIMENT SCALE: NONE FOUNDATION =41.2' /°� ,59 / _ `- CONTROL FABRIC / , , �.i / ES TO BE STAKED WITH TWO (2 TWO (2) 1'x1"x36' OAK STAKES 40.1 i ,' , / / '� ✓- CONTINUOUS HAYBALES E�ZTIN9' / / N .Iv G�`AY / ' 19V%35 45 as ' / _ CONSTRUCTION 4 '- ' __-OG v?,N ,- i i"/ SIDE -- _ , EXISTING GROUND EXISTING �` \ I L �1" CHAMFER (TYP.) 2' DITCH EARTH i " T INV=35.79 BAC FILL N ;x 41.5 RELOCATED SUBSURFACE DRAIN LINE SEE DETAIL PROPOSED VENT )POSED HAYBALES W/SILT FENCE `-PROPOSED 3,900 S.F. PRESSURE ' DISTRIBUTION LEACH FIELD SEE DETAIL PROPOSED GRAVEL SURFACE OVER LEACH FIELD OVERALL SITE PLAN SCALE: 1"=20' `I.I67:1 Y� v I NOTES' UNDISTURBED EARTH 1. BALES SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE ADJ CENT BALES. 2. BALES SHALL SECURELY ANCHORED IN PLACE BY TWO (2) 1"X1'X36" OAK STq ES DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 3. INSPECTION SHA BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 4. BALES SHALL BE REMOVED AND REPLACED WHEN THEY BECOME FILLED WITH SEDIM NT AND BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 5. BALES SHALLREMOVED WHEN THE EMBANKMENTS STABILIZE. 6. BALES TO BE NE BOUND. SCALE: NONE R 2' :RUSHED !TONE BASE tNU tLtVAIIUN �v1y(N OF Rglq c Tti MARK D. yGN I k 37 o'7 MARK DIBB DATE PROFESSIONAL ENGINEER PLAN OF LAND TO ACCOMPANY A N.O.I. FILING #43 MAIN STREET, ROUTE 6A "ABICCf S" RESTAURANT IN YARMOUTHPORT MASSACHUSETTS (BARNSTABLE COUNTY) SEPTIC REPAIR FEBRUARY 14, 2007 _13EM IONS: NO. DATE DESC. 1 318/071 ADD PLANTINGS 2 _5/4/07 ADD WALL PREPARED FOR: MARIETTA B. HICKEY 43 MAIN STREET, ROUTE 6A YARMOUTHPORT MA 02675 BSC GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2005 BSC Group, Inc. SCALE: 1' = 20' 0 10 20 40 rm FILE: 48630-SEP.DWG DWG. NO: 5495-06 SHEET 1 OF 2 JOB. N0: 4-8630.00