The URL can be used to link to this page

Home My WebLink About517 Route 28 - Proposed Addition100'± WETLAND OFFSET LINE PER ORIGINAL SITE PLAN MAP 36 LOT 106 \ \ \ -'-16 `v N85024'49"E N _ _ 59.87' CB/DH(fnd) -a8„ REE (TYP}- PROPOSED 4" PVC VENT PIPE; /T�� F --7 23 \ \"� TP 3 \ \ \ EXACT LOCATION PER OWNER\ \ 18.00' /107 1 \ \ cr PROPOSED 40 MIL. IMP. GEOMEMBRANE LINER; TOP EL.=20.00'; BOTTOM EL.=16.00' PROPOSED INSPECTION PORT WITH ACCESS PORT TO F.G. T :2 \ \ 2340' rn MAP 44 PROP. (30) 16" HIGH CAPACITY H-20 BIODIFFUSERS \ - M N ` LOT 1 (MODEL: BD1620) IN A FIELD CONFIGURATION - TP 4 , rn g" 19.00,1:1 / \ \ _..--PREVIOUSLY ASANDO^QED SOIL ABSORPTION REMOVE UNSUITABLE MATERIAL DOWN ; / 1 1 SYSTEM (APPRO'.I1.��,TE LOCATION) TO BE A TO "C SOIL atREPLACEw/CLEAN / / \ \ \ RRA"!LVED ilv A.GG©RD^NCE U'v`ITN 3?0 G11 R 15.00 J COARSE SAND PER 310 CMR 255(3) j 64i EXISTING RETAINING WALL TO BE PROTECTED AT TP 5 ALL TIMES DURING CONSTRUCTION z , 20.00 MAP 36 w + `ITP 1 LOT 107 > I v N N N \ EXISTING 1,000 GALLON' SEPTIC TANK TO BE Q cV t 23.00 N \ _ / � I _ \� REM"O�?FD & REPLAG�D t�'dITN NSW TAS-vK AS SI'C),'yl°�� ILL �I CB/DH(fnd) \ y / 43 \ a w i l \ EXISTING SOIL ABSORPTION SYSTEM" TO BE�,, 17x4' RPIOVED IN ACCORDANCE V'�IT! i 310Gi IR 15.000 24x6' I 24x5' / \ S80°51'42"E 135.93' ��/ \ TRFECINE MAP 36 - I �, k LOT 108 l / EXISTING DISTRIBUTION' S 24x8' RETAINII�( 21,197± S:F. � I G WALL I BOX TO BE REMOVED -- / N 1 Nei CB/DH(fnd) -- / PROPOSED H-20 DISTRIBUTION BOX ' 10 24x5' 3 T /7T RET l `- -- 26.31! SOF AND GVERT�� , �v AWING WALL r O.H.HN 23x7' ?\22 `7jw ' 10"I PROPOS-ED 4.1 T 8.T N I I � 24x6 X 24 aDQITIpN 3x8, A.C. UNIT I � T II STEPS Benchmark I ®/ Elev. Comer of = 25 1t1 P a EX. LEACH. CBN 4 \ \\ 1 I 1 � \ .7_ t � N.G.V D. 29 #84 srEpc \ RIM=23'� EXISTING b PROPOSED 2,500 GALLON f EX. LEACH. CBN 2 \ (® l TWO-COMPARTMENT H-20 SEPTIC TANK �, RIM=24.10' 4 -BAY OIL CHANGE FACILITY y N 1ST FLOOR = 26.0'± er roor HANDRAIL I �` BASEMENT SLAB = 17.7'± CID24x5 _ \ 16" = a a \2 I I ( I o I z �w LU I w / 9.4' LOPED CONCRETE SLAB /2 1 1 1 1 m la RAISEp CONCRETES �' LL LAB I I m o qND DOOR f / 25x3' 'cam- �- GUTTER O.H. D I w BIT. PARKING AREA- f ( I I EX. VENT PIPE 6', EX. LEACH. CBN 1 ( 25x4 \ -BIT. PARKING AREA- I RIM=25.02'-/ �-�i 25x1' a, GI MIE U.P.#20/12512'W _ 2 Ll l 025x4 /C 25x4' 5x2' > TEL. BOX o E/T/C-N 20x2' z0) rn /C 25x3' W EX. LEACH. CBN 5 CL O C) E/T /C Q RIM=24.97' m C co cz W V 13 \ �h I �'-" - ED �F PAVEMENT pp) (TYP) i° I PARKING STRIPING (TYP) Z ( I = 1 \ / GUYWIRE SIG BIT. BERM( P)LP �0 1 �26� _ --� 25x6' 25x5' I 1 ' Z 1 a SIG ROOF DRAIN) _ -- i r I o LIGHT POST (TYP) _ \ BUSH (TYP) EX. LEACH. CBN 3 25x6 l o / _ 6., RIM=25.01' �-., ' ''�- oo 26 25X " . �h IL 6" I � C 6TOMER PA 25x6' —27 _ PARKING- 1 SIG _ \ N N89025'00"W ,J U.P.#37/ 1 R-827"0Hw �-_ hw 67.27' = 26x6' M SIGN CONC. CURB (TYPY �-- oHw 26 6/ 26x5' 26x4' ROOF DRAIN 26xT EDGE OF PAVEMENT (TYP) - - — - 26)x8' 2x7' 26x6' I l Ham-- �w HW -FLOOD LIGHT (TYP) o — ---26x3.p 26x5 � I \ 26X-___�JHW� "MOTORCAR EXPRESS LUBE" SIGN \ 'STOP' SIGN MAIN STREET (ROUTE 28) —2 CONI oHw OHw .2 `5x9' FD P URB GE OF AI i (PUBLIC WAY -VARIABLE WIDTH - LAYOUT 2977) 1. PROPOSED PROJECT IS LOCATED WITHIN: ASSESSOR'S MAP 36 LOT 108 OWNER OF RECORD: WALTER O. VOLZ, TRUSTEE OF WALTER O. VOLZ TRUST ADDRESS: 6573 CALDECOTT DRIVE NAPLES, FL 34113 FEMA FLOOD ZONE C COMMUNITY PANEL # 250015 0005 D 2. DEED REFERENCE: BOOK 23678, PAGE 11 3. PLAN REFERENCES: 1.) PLAN BOOK 357, PAGE 90 2.) MASSACHUSETTS HIGHWAY L.O. NO. 2977 4. SEE BOARD OF HEALTH APPROVED PROPOSED SEPTIC SYSTEM UPGRADE PLAN DATED OCTOBER 24, 2013 FOR COMPLETE SEPTIC SYSTEM DESIGN. GRAPHIC SCALE 10 0 5 10 1 20 ( IN FEET ) 1 inch = 10 it 40 EMENT N -� N78031'10 U.P.#37/22% /23x5' 25x3 24x6' - RR SPIKE(fnd) _ BFIL�f I hereby certify that the lot comers, dimensions, and setbacks to the proposed addition as shown on this plan are correct and were based on a field instrument survey. Conformance to the Town of Yarmouth By -Laws and Regulations shall be determined by the Zoning Enforcement Agent. 21 f`1 /IV Date Professional Land Surveyor � : i ; toJ" 1 0% 003wool ADDITION PLAN �3{ . �ryI'KAfJ ffD I�}IDlfI"aL!@rD9 AT 84 ROUTE 28 lIl ' WEST YARMOUTH, MA UItIPJf►+�i��P "� ��JlSidrJ PREPARED FOR: NOTICE An as built plan must be NAZIH ELKALLASSI submitted to this department prior to foundation inspection PREPARED BY: ory flrkhar aAnstructian. LM JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 SCALE: 1"=10' FEBRUARY 19, 2014 JCE#2649